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noticeInvitingTenderDTO	createdTs 1720592429604 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3040.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 25-07-2024 16:30:00 tenderQueryClose 24-07-2024 11:00:00 technicalBidOpen 26-07-2024 16:45:00 publishedDate 18-07-2024 15:47:55 publishedByPost PWD_EE_DIV_BGV publishedByUser KPE12007 - S S SOBARAD bidValidityPeriod 90 noOfCalls 3 preBidMeetingDate 18-07-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson S S Sobarad splitEmdRequiredYn True emdBankGuarantee 100000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08312647103 mobileNumber 8312647103 tenderSupplierList None
tenderSchedule	createdTs 1720592429606 version 32 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT9593/CALL-3 title Providing Basic facilities, Construction of Toilet Block, Repairs to High School and P.U College class rooms and Drinking water facility to G.G. Chopra Govt High School and Pre University college Savadatti Town Belagavi Dist under H/A 4059 Dept Building for the year 2023-24 description Providing Basic facilities, Construction of Toilet Block, Repairs to High School and P.U College class rooms and Drinking water facility to G.G. Chopra Govt High School and Pre University college Savadatti Town Belagavi Dist under H/A 4059 Dept Building for the year 2023-24 category WORKS categoryText Works ecv 12121744.10 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1685 locationName PWD Division Office Belagavi provisionalAmount 15000000.0 groupOverheadTotal 0.0 fileNumber NO/AEE/PWD/SDT/4059/GGCHS/PUC/SO-4/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1720592430000 1 None None Buildings Construction of Toilet Block for Boys & Girls 2924618.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501212 125147 None Vol-1, Pg No. 8, It No. 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 97.85 97.85 59.966 False None None False None False 5867.6731 0 3501213 125147 None Vol-1, Pg No.8, It No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 105.06 105.06 96.04 False None None False None False 10089.9624 0 3501214 125147 None Vol-1, Pg No. 11, It No. 1.23 Providing and Filling in foundation with granite/ trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cum 2762.46 2762.46 23.33 False None None False None False 64448.1918 0 3501215 125147 None Vol-2, Pg No. 5, It No. 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, ground excavation top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 121.54 121.54 134.37 False None None False None False 16331.3298 0 3501216 125147 None Vol-1, Pg No. 7, It No. 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m Cum 273.98 273.98 96.04 False None None False None False 26313.0392 0 3501217 125147 None Vol-1, Pg No. 7, It No. 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 488.22 488.22 2.01 False None None False None False 981.3222 0 3501218 125147 None Vol-1, Pg No. 15, It No. 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6168.67 6168.67 9.55 False None None False None False 58910.7985 0 3501219 125147 None Vol-1, Pg No. 15, It No.2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Footing Cum 6526.08 6526.08 12.15 False None None False None False 79291.872 0 3501220 125147 None Vol-1, Pg No. 111, Sl No. 1a Formwork, Centering & Scaffloding 8% For Isolated footing Cum 522.08 522.08 12.15 False None None False None False 6343.272 0 3501221 125147 None Vol-1, Pg No. 16, It No. 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Columns upto Plinth level Cum 6526.08 6526.08 1.36 False None None False None False 8875.4688 0 3501222 125147 None Vol-1, Pg No. 111, Sl No. 9 Formwork, Centering & Scaffloding 70% For Columns upto plinth Cum 4568.25 4568.25 1.36 False None None False None False 6212.82 0 3501223 125147 None Vol-1, Pg No. 16, It No. 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Plinth Beams Cum 6526.08 6526.08 26.87 False None None False None False 175355.7696 0 3501224 125147 None Vol-1, Pg No. 111, Sl No. 2 Formwork, Centering & Scaffloding 50% For Plinth Beams Cum 3263.04 3263.04 26.87 False None None False None False 87677.8848 0 3501225 125147 None Vol-1, Pg No. 16, It No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beams & Lintel Cum 7048.29 7048.29 7.17 False None None False None False 50536.2393 0 3501226 125147 None Vol-1, Pg No. 112, Sl No. 14 Formwork, Centering & Scaffloding 60% For Beams & Lintel Cum 4228.97 4228.97 7.17 False None None False None False 30321.7149 0 3501227 125147 None Vol-1, Pg No. 112, Sl. No. 14 Formwork, Centering & Scaffloding 60% For Sill Cum 4228.97 4228.97 1.21 False None None False None False 5117.0537 0 3501228 125147 None Vol-1, Pg No. 16, It No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sill Cum 7048.29 7048.29 1.21 False None None False None False 8528.4309 0 3501229 125147 None Vol-1, Pg No. 18, It No. 2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 92140.71 92140.71 4.7 False None None False None False 433061.337 0 3501230 125147 None Vol-2, Pg No. 9, It No. 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6580.67 6580.67 15.52 False None None False None False 102131.9984 0 3501231 125147 None Vol-2, Pg No. 14, It No. 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8208.07 8208.07 35.72 False None None False None False 293192.2604 0 3501232 125147 None Vol-2, Pg No. 14, It No. 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 1063.99 1063.99 69.5 False None None False None False 73947.305 0 3501233 125147 None Vol-2, Pg No. 104, It No. 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Sqm 327.54 327.54 85.3 False None None False None False 27939.162 0 3501234 125147 None Vol-2, Pg No. 104, It No. 12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam Sqm 2436.98 2436.98 29.19 False None None False None False 71135.4462 0 3501235 125147 None Vol-2, Pg No. 110, It No. 12.88 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2 (Titanium Dioxide) at 6PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm.Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 5551.7 5551.7 1.89 False None None False None False 10492.713 0 3501236 125147 None Vol-2, Pg No. 109, It No. 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 5890.57 5890.57 7.2 False None None False None False 42412.104 0 3501237 125147 None Vol-2, Pg No. 86, It No. 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 188.49 188.49 151.2 False None None False None False 28499.688 0 3501238 125147 None Vol-2, Pg No. 41, It No. 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 248.23 248.23 437.25 False None None False None False 108538.5675 0 3501239 125147 None Vol-2, Pg No. 50, It No. 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 103.0 103.0 437.25 False None None False None False 45036.75 0 3501240 125147 None Vol-2, Pg No. 41, It No. 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side) Sqm 287.37 287.37 168.12 False None None False None False 48312.6444 0 3501241 125147 None Vol-2, Pg No. 59, It No. 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. Sqm 824.0 824.0 47.17 False None None False None False 38868.08 0 3501242 125147 None Vol-2, Pg No. 64, It No. 9.31 Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Sqm 2147.55 2147.55 38.993 False None None False None False 83739.41715 0 3501243 125147 None Vol-2, Pg No. 69, It No. 10.1.2 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Sqm 4055.11 4055.11 16.254 False None None False None False 65911.75794 0 3501244 125147 None Vol-2, Pg No. 60, It No. 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 915.67 915.67 96.204 False None None False None False 88091.11668 0 3501245 125147 None Vol-2, Pg No. 71, It No. 10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. Sqm 1139.18 1139.18 120.24 False None None False None False 136975.0032 0 3501246 125147 None Vol-2, Pg No. 46, It No. 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. Sqm 162.74 162.74 437.25 False None None False None False 71158.065 0 3501247 125147 None Vol-2, Pg No. 46, It No. 8.33.1 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 179.22 179.22 168.12 False None None False None False 30130.4664 0 3501248 125147 None Vol-2, Pg No. 47, It No. 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.17 143.17 28.92 False None None False None False 4140.4764 0 3501249 125147 None Vol-2, Pg No. 21, It No. 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² Sqm 905.37 905.37 147.18 False None None False None False 133252.3566 0 3501250 125147 None Vol-2, Pg No. 21, It No. 7.4.1 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/m² m 658.17 658.17 13.38 False None None False None False 8806.3146 0 3501251 125147 None Vol-2, Pg No. 21, It No. 7.6 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (0.63 mm thick with zinc coating not less than 275 g/m²) m 664.35 664.35 26.76 False None None False None False 17778.006 0 3501252 125147 None Vol-2, Pg No. 82, It No. 11.16.1 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 140.08 140.08 1830.0 False None None False None False 256346.4 0 3501253 125147 None Vol-1, Pg No. 16, It No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Columns above Plinth level Cum 7048.29 7048.29 3.3 False None None False None False 23259.357 0 3501254 125147 None Vol-1, Pg No. 111, Sl. No. 9 Formwork, Centering & Scaffloding 70% For Columns above Plinth level Cum 4933.8 4933.8 3.3 False None None False None False 16281.54 0 3501255 125147 None Vol-1, Pg No. 16 It No. 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Curtain Wall Cum 6526.08 6526.08 3.34 False None None False None False 21797.1072 0 3501256 125147 None Vol-1, Pg No. 111, Sl No. 11 Formwork, Centering & Scaffloding 10% For Curtain wall Cum 652.61 652.61 3.34 False None None False None False 2179.7174 0 1720592430000 0 None None Buildings Providing Water supply and Sanitary work 506270.34 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501257 125148 None Vol-2, Pg No. 117, It No. 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore Nos 307.97 307.97 25.0 False None None False None False 7699.25 0 3501258 125148 None Vol-2 Pg No.131, It No. 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Nos 5030.52 5030.52 10.0 False None None False None False 50305.2 0 3501259 125148 None Vol-2, Pg No. 131, It No. 14.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid Nos 4983.14 4983.14 7.0 False None None False None False 34881.98 0 3501260 125148 None Vol-2, Pg No. 131, It No.14.4.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern Nos 13462.1 13462.1 4.0 False None None False None False 53848.4 0 3501261 125148 None Vol-2, Pg No. 143, It No. 14.78b Providing and fixing Single flow hand showers with Anti lime jets with 1.5m PVC tube and holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Premium Nos 1307.07 1307.07 7.0 False None None False None False 9149.49 0 3501262 125148 None Vol-2, Pg No.133, It No. 14.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers Nos 4236.39 4236.39 8.0 False None None False None False 33891.12 0 3501263 125148 None Vol-2, Pg No. 133, It No. 14.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. Nos 1465.69 1465.69 8.0 False None None False None False 11725.52 0 3501264 125148 None Vol-2, Pg No.137, It No. 14.40.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g Each 510.88 510.88 7.0 False None None False None False 3576.16 0 3501265 125148 None Vol-2, Pg No. 136, It No. 14.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm Nos 1048.54 1048.54 12.0 False None None False None False 12582.48 0 3501266 125148 None Vol-2, Pg No. 122, It No. 13.31.2 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 20mm nominal dia pipes m 249.26 249.26 30.0 False None None False None False 7477.8 0 3501267 125148 None Vol-2, Pg No. 122, It No. 13.31.3 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 25mm nominal dia pipes m 327.54 327.54 30.0 False None None False None False 9826.2 0 3501268 125148 None Vol-2, Pg No. 122, It No. 13.31.4 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 32mm nominal dia pipes m 412.0 412.0 30.0 False None None False None False 12360.0 0 3501269 125148 None Vol-2, Pg No. 122, lt No. 13.31.6 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 50mm nominal dia pipes m 804.43 804.43 60.0 False None None False None False 48265.8 0 3501270 125148 None Vol-2, Pg No. 117, It No. 13.4.4 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore Nos 880.65 880.65 15.0 False None None False None False 13209.75 0 3501271 125148 None Vol-2, Pg No. 118, It No. 13.8.2.2 Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore Nos 113.3 113.3 15.0 False None None False None False 1699.5 0 3501272 125148 None Vol-2, Pg No. 123, It No. 13.34 Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes but without fittings and the base support for tank l 9.27 9.27 6000.0 False None None False None False 55620.0 0 3501273 125148 None Vol-5, Pg No. A-44, Sl. No. 660 PVC pipes of 8 Kg/cm2 for 140mm(3.097) m 469.68 469.68 88.4 False None None False None False 41519.712 0 3501274 125148 None Vol-5, Pg No. A-44, Sl. No. 664 PVC pipes of 10 Kg/cm2 for 200mm m 1189.65 1189.65 30.0 False None None False None False 35689.5 0 3501275 125148 None Vol-2, Pg No. 125, It No. 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes m 585.04 585.04 8.4 False None None False None False 4914.336 0 3501276 125148 None Vol-5, Pg No. 208, It No. 16.60.1 Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. Nos 8378.02 8378.02 2.0 False None None False None False 16756.04 0 3501277 125148 None Vol-1, Pg No. 5, It No. 1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 249.26 249.26 4.5 False None None False None False 1121.67 0 3501278 125148 None Vol-1, Pg No. 7, It No. 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m Cum 273.98 273.98 10.0 False None None False None False 2739.8 0 3501279 125148 None Vol-5, Pg No. 191, It No. 16.9 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Nos 5617.62 5617.62 1.0 False None None False None False 5617.62 0 3501280 125148 None Vol-5, Pg No. 192, It No. 16.15.1 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.HConstructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame Nos 29918.41 29918.41 1.0 False None None False None False 29918.41 0 3501281 125148 None Vol-2, Pg No. 136, It No. 14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. Nos 48.41 48.41 20.0 False None None False None False 968.2 0 3501282 125148 None Vol-2, Pg No. 120, It No. 13.22.1.2 Providing and fixing PTMT grating of approved quality and colour 125 mm nominal dia Nos 45.32 45.32 20.0 False None None False None False 906.4 0 1720592430000 1 None None Buildings Construction of Septic Tank and Soak pit 450039.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501283 125149 None Vol-1, Pg No. 8, It No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 105.06 105.06 54.9413 False None None False None False 5772.132978 0 3501284 125149 None Vol-1 Pg No.15, It No. 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6168.67 6168.67 3.6321 False None None False None False 22405.226307 0 3501285 125149 None Vol-1, Pg No. 17, It No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7048.29 7048.29 3.74 False None None False None False 26360.6046 0 3501286 125149 None Vol-1, Pg No. 115, Sl No.1 Formwork, Centering & Scaffloding 8% For Isolated Footing Cum 563.86 563.86 3.74 False None None False None False 2108.8364 0 3501287 125149 None Vol-1, Pg No. 17, It No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7048.29 7048.29 6.277 False None None False None False 44242.11633 0 3501288 125149 None Vol-1, Pg No.115, SI No. 9 Formwork, Centering & Scaffloding 10% For Earth retaining structures Cum 704.82 704.82 6.277 False None None False None False 4424.15514 0 3501289 125149 None Vol-1, Pg No. 17, It No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7048.29 7048.29 4.8845 False None None False None False 34427.372505 0 3501290 125149 None Vol-1, Pg No.116, SI No. 13 Formwork, Centering & Scaffloding 50% For Roof Slab Cum 3524.14 3524.14 4.8845 False None None False None False 17213.66183 0 3501291 125149 None Vol-1, Pg No. 18, It No. 2.11A Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. t 92140.71 92140.71 1.8626 False None None False None False 171621.286446 0 3501292 125149 None Vol-2, Pg No. 14, It No. 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8208.07 8208.07 2.2958 False None None False None False 18844.087106 0 3501293 125149 None Vol-2, Pg No. 42, It No. 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side) Sqm 382.13 382.13 23.2 False None None False None False 8865.416 0 3501294 125149 None Vol-2, Pg No. 43, It No. 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge. Kg 65.92 65.92 31.7 False None None False None False 2089.664 0 3501295 125149 None Vol-2, Pg No. 41, lt No. 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 248.23 248.23 7.5438 False None None False None False 1872.597474 0 3501296 125149 None Vol-5, Pg No. 221, It No. 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary lockingarrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. Each 2020.86 2020.86 3.0 False None None False None False 6062.58 0 3501297 125149 None Vol-2, Pg No. 123, It No. 13.33.9 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching refilling & testing of joints complete, as per direction of engineer in charge (External work) 100mm nominal dia pipes m 2599.72 2599.72 30.0 False None None False None False 77991.6 0 3501298 125149 None Vol-2, Pg No. 175, It No. 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 1032.06 1032.06 5.5601 False None None False None False 5738.356806 0 1720592430000 0 None None Buildings Construction of Compound Wall 3244436.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501299 125150 None Vol-1, Pg No. 8, It No. 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 97.85 97.85 76.8 False None None False None False 7514.88 0 3501300 125150 None Vol-1, Pg No.8, It No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 105.06 105.06 298.8139 False None None False None False 31393.388334 0 3501301 125150 None Vol-1, Pg No. 11, It No. 1.23 Providing and Filling in foundation with granite/ trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cum 2762.46 2762.46 99.9464 False None None False None False 276097.932144 0 3501302 125150 None Vol-1, Pg No. 7, It No. 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 273.98 273.98 298.8139 False None None False None False 81869.032322 0 3501303 125150 None Vol-1, Pg No. 15, It No. 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6168.67 6168.67 46.031 False None None False None False 283950.04877 0 3501304 125150 None Vol-2, Pg No. 9, It No. 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6580.67 6580.67 31.6723 False None None False None False 208424.954441 0 3501305 125150 None Vol-1, Pg No. 18, It No. 2.11.h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures t 81381.33 81381.33 7.5058 False None None False None False 610831.986714 0 3501306 125150 None Vol-1, Pg No. 15, It No.2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Footing Cum 6526.08 6526.08 33.3314 False None None False None False 217523.382912 0 3501307 125150 None Vol-1, Pg No. 115, Sl No. 1 Formwork, Centering & Scaffloding 8% For Isolated footing Cum 522.08 522.08 33.3314 False None None False None False 17401.657312 0 3501308 125150 None Vol-1, Pg No. 16, It No. 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Columns upto Plinth level Cum 6526.08 6526.08 6.1496 False None None False None False 40132.781568 0 3501309 125150 None Vol-1, Pg No. 111, Sl No. 9 Formwork, Centering & Scaffloding 70% For Columns upto plinth Cum 4568.25 4568.25 6.1496 False None None False None False 28092.9102 0 3501310 125150 None Vol-1, Pg No. 16, It No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Columns above plinth Cum 7048.29 7048.29 10.3313 False None None False None False 72817.998477 0 3501311 125150 None Vol-1, Pg No. 115, Sl No. 8 Formwork, Centering & Scaffloding 70% For Columns Cum 4933.8 4933.8 10.3313 False None None False None False 50972.56794 0 3501312 125150 None Vol-1, Pg No. 16, It No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beams Cum 7048.29 7048.29 16.188 False None None False None False 114097.71852 0 3501313 125150 None Vol-1, Pg No. 115, Sl No. 12 Formwork, Centering & Scaffloding 60% For Plinth Beams Cum 4228.97 4228.97 16.188 False None None False None False 68458.56636 0 3501314 125150 None Vol-2, Pg No. 17, It No. 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1349.3 1349.3 445.759 False None None False None False 601462.6187 0 3501315 125150 None Vol-2, Pg No. 41, It. No. 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.85 303.85 1039.3223 False None None False None False 315798.080855 0 3501316 125150 None Vol-2, Pg No. 84, It No. 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 140.08 140.08 223.65 False None None False None False 31328.892 0 3501317 125150 None Vol-2, Pg No. 46, It No. 8.3 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 179.22 179.22 1039.3223 False None None False None False 186267.342606 0 1720592430000 0 None None Buildings Construction of Approach Road 2379667.95 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501318 125151 None Vol-1, Pg No.8, It No. 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Vol-1, P.No. 8 / I.No. 1.12) Cum 97.85 97.85 165.03 False None None False None False 16148.1855 0 3501319 125151 None Vol-3, Pg No. 17, It No. 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3 P No:17 I No:3.6 ) Cum 507.79 507.79 581.18 False None None False None False 295117.3922 0 3501320 125151 None Vol-3, Pg No. 23, It No. 4.1 A v Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.1 A (v)) Cum 2561.61 2561.61 165.03 False None None False None False 422742.4983 0 3501321 125151 None Vol-3, Pg No. 26, It No. 4.14 B ii a Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Crushable type such as Moorum or Gravel (Vol-3, P.No. 26 / I.No. 4.14, B (ii) (a)) Cum 2156.82 2156.82 80.72 False None None False None False 174098.5104 0 3501322 125151 None Vol-3, Pg No. 51, It No. 6.8.2 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (Vol-3, P.No. 51 / I.No. 6.8.2) Sqm 1195.83 1195.83 1076.25 False None None False None False 1287012.0375 0 3501323 125151 None Vol-1 Pg No. 15, It No. 2.1.6 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.6) Cum 6430.29 6430.29 28.7 False None None False None False 184549.323 0 1720592430000 0 None None Buildings Drilling Borewell 163143.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501324 125152 None VOL 5, 12.4 page - 140 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 13%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test Each 5446.64 5446.64 1.0 False None None False None False 5446.64 0 3501325 125152 None VOL 5, 12.1 page - 139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 0-50 Mtrs. Rmtr 381.1 381.1 50.0 False None None False None False 19055.0 0 3501326 125152 None VOL 5, 12.1 page - 139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 50-100Mtrs Rmtr 477.92 477.92 50.0 False None None False None False 23896.0 0 3501327 125152 None VOL 5, 12.1 page - 139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 100-150Mtrs Rmtr 507.79 507.79 50.0 False None None False None False 25389.5 0 3501328 125152 None VOL 5, 12.1 page - 139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 150-200 Mtrs Rmtr 589.16 589.16 50.0 False None None False None False 29458.0 0 3501329 125152 None VOL 5, 12.32 page - 139 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. Rmtr 1990.99 1990.99 30.0 False None None False None False 59729.7 0 3501330 125152 None VOL 5, 12.34 page - 143 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge Each 168.92 168.92 1.0 False None None False None False 168.92 0 1720592430000 1 None None Buildings BOREWELL PUMP, PUMPHOUSE AND ELECTRIFICATION 196351.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501331 125153 None VOL-5, Pg No. 151 It. No. 13.11.5 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 3 HP 5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00” Each 28956.39 28956.39 1.0 False None None False None False 28956.39 0 3501332 125153 None VOL-5, Pg No. 128, It No. 11.3.6 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: Mtr 783.29 783.29 85.0 False None None False None False 66579.65 0 3501333 125153 None VOL-5, Pg No. 154, It No. 13.22.3 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. Mtr 139.05 139.05 95.0 False None None False None False 13209.75 0 3501334 125153 None VOL-5, Pg No. 155, It No. 13.23.3 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter 6 to 15 HP pumps Each 16377.0 16377.0 1.0 False None None False None False 16377.0 0 3501335 125153 None VOL-5, Pg No. 156, It No. 13.32 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges, tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Job 6695.0 6695.0 1.0 False None None False None False 6695.0 0 3501336 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Fabricating supplying and mounting MS box made out SWG suitable for floor wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16SWG Sq CM 0.5 0.5 19500.0 False None None False None False 9750.0 0 3501337 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 75x75x6mm Mtr 555.0 555.0 2.0 False None None False None False 1110.0 0 3501338 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 6Amps 3/5 Way Each 147.0 147.0 1.0 False None None False None False 147.0 0 3501339 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 2.5 sqmm Mtr 42.0 42.0 10.0 False None None False None False 420.0 0 3501340 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 4 sqmm Mtr 63.0 63.0 15.0 False None None False None False 945.0 0 3501341 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 32Amps Each 241.0 241.0 1.0 False None None False None False 241.0 0 3501342 125153 None Schedule Of Rates PWD, Electrical SR 2023-24. Item Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63 Amps TPN Each 3088.0 3088.0 1.0 False None None False None False 3088.0 0 3501343 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V up to 300mA sensitivity on existing wood/panel board. 32-40 Amps 4 pole Each 5147.0 5147.0 1.0 False None None False None False 5147.0 0 3501344 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Fixing a shunt capacitor of . KVAR capacity with necessary clamps, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor. Each 270.0 270.0 3.0 False None None False None False 810.0 0 3501345 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 515.0 515.0 1.0 False None None False None False 515.0 0 3501346 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Digging of Pit for providing GI Pipe type Earthing Per Pit 759.0 759.0 1.0 False None None False None False 759.0 0 3501347 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg No 743.0 743.0 1.0 False None None False None False 743.0 0 3501348 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each No 676.0 676.0 1.0 False None None False None False 676.0 0 3501349 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Good Quality Salt for grounding purposes packed in 50 Kg gunny bag Bag 310.0 310.0 1.0 False None None False None False 310.0 0 3501350 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +3% and resistivity 14 Ohms/Kms (Max) as per IS-3975 10 Sqmm, 4 Core, (10 GI Strips - 4 x 0.8 mm) Km 118004.0 118004.0 0.015 False None None False None False 1770.06 0 3501351 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable Km 20886.0 20886.0 0.01 False None None False None False 208.86 0 3501352 125153 None Vol-1, Pg No. 8, It No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m In soil (hard) Cum 102.0 102.0 3.75 False None None False None False 382.5 0 3501353 125153 None Vol-1, Pg No. 7, It No. 1.10 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 160.0 160.0 3.75 False None None False None False 600.0 0 3501354 125153 None VOL-5, Pg No. 127, It No. 11.1.5 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe - Light Duty GI pipe of 40mm dia GI Pipe - 40 mm Dia Mtr 461.44 461.44 4.0 False None None False None False 1845.76 0 3501355 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows, bends, Tees and other fitting with Cuts and Threads wherever necessary complete. Mtr 93.0 93.0 4.0 False None None False None False 372.0 0 3501356 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable Up to 4C x 50 Sqmm Each 382.0 382.0 1.0 False None None False None False 382.0 0 3501357 125153 None Schedule Of Rates PWD, Electrical SR 2019-20 Item Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. Mtr 19.0 19.0 6.0 False None None False None False 114.0 0 3501358 125153 None Schedule Of Rates PWD, Electrical SR 2023-24 Item Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter. Each 5705.0 5705.0 1.0 False None None False None False 5705.0 0 3501359 125153 None Vol-1, Pg No. 5, It No. 1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 249.26 249.26 0.768 False None None False None False 191.43168 0 3501360 125153 None VOL-1, Pg No. 15, It No. 2.1.5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately).PCC 1:2:4 using 40 mm aggregate Cum 6340.68 6340.68 0.256 False None None False None False 1623.21408 0 3501361 125153 None Vol-2, Pg No. 9, It No. 5.4 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6580.67 6580.67 0.9 False None None False None False 5922.603 0 3501362 125153 None Vol-5, Pg No. 116, It No. 10.6 RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm Each 16893.03 16893.03 1.0 False None None False None False 16893.03 0 3501363 125153 None Vol-5, Pg No. 116, It No. 10.7 Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. Each 1938.46 1938.46 1.0 False None None False None False 1938.46 0 3501364 125153 None Vol-2, Pg No. 48, It No. 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 118.45 118.45 10.3686 False None None False None False 1228.16067 0 3501365 125153 None Vol-3, Pg No. 53, It No. 8.4 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman ( Rs. 0.90/ cm height for 15 cm height x 0.90 = Rs. 13.50 / letter) cm 13.91 13.91 50.0 False None None False None False 695.5 0 1720592430000 1 None None Buildings Repairs to School Building i.e (Painting, Providig GS Sheet to corridor, Door Repair) Ground Floor 673372.16 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501366 125154 None Vol-1, Pg No.8, It No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 105.06 105.06 22.55 False None None False None False 2369.103 0 3501367 125154 None Vol-1, Pg No. 15, It No. 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1 S.R.P NO.: 15 I NO: 2.1.3) Cum 6168.67 6168.67 7.0243 False None None False None False 43330.588681 0 3501368 125154 None Vol-1, Pg No. 15, It No. 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol-1 S.R.P NO.: 15 I NO: 2.2.3) Cum 6526.08 6526.08 1.944 False None None False None False 12686.69952 0 3501369 125154 None Vol-1, Pg No. 111, Sl No. 1a Formwork, Centering & Scaffloding 8% For Isolated Footing Cum 522.08 522.08 1.35 False None None False None False 704.808 0 3501370 125154 None Vol-1, Pg No. 111, Sl No. 9 Formwork, Centering & Scaffloding 70% For Columns upto plinth Cum 4568.25 4568.25 0.594 False None None False None False 2713.5405 0 3501371 125154 None Vol-1 Pg No. 18, It No. 2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (Vol-1 S.R.P NO.: 18 I NO: 2.11 a) t 92140.71 92140.71 0.2241 False None None False None False 20648.733111 0 3501372 125154 None Vol-2, Pg No. 9, It No. 5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol-2 S.R.P NO.: 9 I NO: 5.3) Cum 6391.15 6391.15 16.7137 False None None False None False 106819.763755 0 3501373 125154 None Vol-1, Pg No. 7, It No. 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol-1 S.R.P NO.: 7 I NO: 1.9) Cum 273.98 273.98 22.55 False None None False None False 6178.249 0 3501374 125154 None Vol-1, Pg No. 7, It No. 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol.1,P.No.7, I.No.1.8). Cum 488.22 488.22 2.9878 False None None False None False 1458.703716 0 3501375 125154 None Vol-2, Pg No. 5, It No. 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. (Vol-2 S.R.P NO: 5 NO:4.1) Sqm 121.54 121.54 37.5457 False None None False None False 4563.304378 0 3501376 125154 None Vol-2, Pg No. 42, It No. 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Vol-2 S.R.P NO.: 42 I NO: 8.8) (Out side) Sqm 382.13 382.13 13.53 False None None False None False 5170.2189 0 3501377 125154 None Vol-2, Pg No. 82, It No. 11.16.1 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Vol-2, P.No. 82 / I.No. 11.16.1) Kg 140.08 140.08 603.525 False None None False None False 84541.782 0 3501378 125154 None Vol-2, Pg No. 21, It No. 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approvedsteel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ verticalor curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² (Vol-2, P.No. 21 / I.No. 7.1.1) Sqm 905.37 905.37 71.375 False None None False None False 64620.78375 0 3501379 125154 None Vol-2, Pg No. 21, It No. 7.6 Providing and fixing 15 cm wide, 45 cm overallsemi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (0.63 mm thick with zinc coating not less than 275 g/m²) m 664.35 664.35 28.55 False None None False None False 18967.1925 0 3501380 125154 None Vol-2, Pg No. 85, It No. 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. Kg 188.49 188.49 90.72 False None None False None False 17099.8128 0 3501381 125154 None Vol-2, Pg No. 51, It No. 8.60 Removing dry or oil bound distemper,waterproofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. as per specifications and as per directions of Engineer in charge. Sqm 17.51 17.51 1279.2755 False None None False None False 22400.114005 0 3501382 125154 None Vol-2, Pg No. 46, It No. 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats ap plied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 162.74 162.74 882.313 False None None False None False 143587.61762 0 3501383 125154 None Vol-2, Pg No. 46, It No. 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 179.22 179.22 416.77 False None None False None False 74693.5194 0 3501384 125154 None Vol-2, Pg No. 47, It No. 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 51.5 51.5 50.76 False None None False None False 2614.14 0 3501385 125154 None Vol-2, Pg No. 47, It No. 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.17 143.17 70.8 False None None False None False 10136.436 0 3501386 125154 None Vol-2, Pg No. 100, It No. 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications Cum 101779.45 101779.45 0.072 False None None False None False 7328.1204 0 3501387 125154 None Vol-2, Pg No. 104, It No. 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 1046.48 1046.48 1.0 False None None False None False 1046.48 0 3501388 125154 None Vol-2, Pg No. 69, It No. 10.6.3 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete Nos 61.8 61.8 6.0 False None None False None False 370.8 0 3501389 125154 None Vol-2, Pg No. 100, It No. 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 7667.32 7667.32 2.52 False None None False None False 19321.6464 0 1720592430000 0 None None Buildings Repairs to School Building i.e (Painting, Providig GS Sheet to corridor, Door Repair) First Floor 283091.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501390 125155 None Vol-2, Pg No.85, It No. 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. Kg 190.37 190.37 151.2 False None None False None False 28783.944 0 3501391 125155 None Vol-2, Pg No. 51, It No. 8.60 Removing dry or oil bound distemper,waterproofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. as per specifications and as per directions of Engineer in charge. Sqm 17.68 17.68 1314.7657 False None None False None False 23245.057576 0 3501392 125155 None Vol-2 Pg No. 46, It No. 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats ap plied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 164.36 164.36 832.3979 False None None False None False 136812.918844 0 3501393 125155 None Vol-2, Pg No. 46, It No. 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 181.01 181.01 482.3677 False None None False None False 87313.377377 0 3501394 125155 None Vol-2, Pg No. 47, It No. 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 52.01 52.01 35.28 False None None False None False 1834.9128 0 3501395 125155 None Vol-2, Pg No. 47, It No. 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 144.6 144.6 35.28 False None None False None False 5101.488 0 1720592430000 1 None None Buildings Repairs to School Building i.e (Painting, Providig GS Sheet to corridor, Door Repair) Second Floor 236360.29 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501396 125156 None Vol-2, Pg No. 51, It No. 8.60 Removing dry or oil bound distemper,waterproofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. as per specifications and as per directions of Engineer in charge. Kg 17.86 17.86 1208.107 False None None False None False 21576.79102 0 3501397 125156 None Vol-2 Pg No. 46, It No. 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats ap plied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 165.99 165.99 564.52 False None None False None False 93704.6748 0 3501398 125156 None Vol-2, Pg No. 46, It No. 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 182.8 182.8 643.587 False None None False None False 117647.7036 0 3501399 125156 None Vol-2, Pg No. 47, It No. 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 52.53 52.53 17.28 False None None False None False 907.7184 0 3501400 125156 None Vol-2, Pg No. 47, It No. 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 146.03 146.03 17.28 False None None False None False 2523.3984 0 1720592430000 1 None None Buildings Repairs to PU College Building (Painting, Window repair) Ground Floor 377631.41 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501401 125157 None Vol-2, Pg No.46, It No. 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats ap plied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 162.74 162.74 1177.2836 False None None False None False 191591.133064 0 3501402 125157 None Vol-2, Pg No. 46, It No. 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 179.22 179.22 626.4208 False None None False None False 112267.135776 0 3501403 125157 None Vol-2, Pg No. 47, It No. 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 51.5 51.5 97.9319 False None None False None False 5043.49285 0 3501404 125157 None Vol-2, Pg No. 47, It No. 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.17 143.17 97.9319 False None None False None False 14020.910123 0 3501405 125157 None Vol-2, Pg No. 85, It No. 11.30.2 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. Sqm 1295.74 1295.74 42.222 False None None False None False 54708.73428 0 1720592430000 1 None None Buildings Repairs to PU College Building (Painting, Window repair) First Floor 287123.51 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501406 125158 None Vol-2 Pg No. 46, It No. 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats ap plied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 164.36 164.36 1075.0517 False None None False None False 176695.497412 0 3501407 125158 None Vol-2, Pg No. 46, It No. 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 181.01 181.01 407.4183 False None None False None False 73746.786483 0 3501408 125158 None Vol-2, Pg No. 47, It No. 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 52.01 52.01 57.291 False None None False None False 2979.70491 0 3501409 125158 None Vol-2, Pg No. 47, It No. 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 144.6 144.6 57.291 False None None False None False 8284.2786 0 3501410 125158 None Vol-2, Pg No. 85, It No. 11.30.2 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. Sqm 1308.69 1308.69 19.4219 False None None False None False 25417.246311 0 1720592430000 0 None None Buildings Repairs to PU College Building (Painting, Window repair) Second Floor 284743.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501411 125159 None Vol-2 Pg No. 46, It No. 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats ap plied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 165.99 165.99 905.5506 False None None False None False 150312.344094 0 3501412 125159 None Vol-2, Pg No. 46, It No. 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 182.8 182.8 569.5199 False None None False None False 104108.23772 0 3501413 125159 None Vol-2, Pg No. 47, It No. 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 52.53 52.53 52.869 False None None False None False 2777.20857 0 3501414 125159 None Vol-2, Pg No. 47, It No. 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 146.03 146.03 52.869 False None None False None False 7720.46007 0 3501415 125159 None Vol-2, Pg No. 85, It No. 11.30.2 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. Sqm 1321.65 1321.65 15.0 False None None False None False 19824.75 0 1720592430000 1 None None Buildings Construction of Jalkumbh (2 Nos) 114894.18 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3501416 125160 None Vol-1, Pg No.8, It No. 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Vol-1, P.No. 8 / I.No. 1.12) Cum 97.85 97.85 1.2 False None None False None False 117.42 0 3501417 125160 None Vol-1, Pg No.8, It No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1 S.R.P NO: 8 NO: 1.14.1) Cum 105.06 105.06 4.335 False None None False None False 455.4351 0 3501418 125160 None Vol-1, Pg No. 15, It No. 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1 S.R.P NO.: 15 I NO: 2.1.3) Cum 6168.67 6168.67 0.578 False None None False None False 3565.49126 0 3501419 125160 None Vol-1, Pg No. 15, It No. 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol-1 S.R.P NO.: 15 I NO: 2.2.3) Cum 6526.08 6526.08 1.3499 False None None False None False 8809.555392 0 3501420 125160 None Vol-1, Pg No. 111, Sl No. 1a Formwork, Centering & Scaffloding 8% For Isolated Footing Cum 522.08 522.08 1.3499 False None None False None False 704.755792 0 3501421 125160 None Vol-2 Pg No. 9, It No. 5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol-2 S.R.P NO.: 9 I NO: 5.3) Cum 6391.15 6391.15 4.5 False None None False None False 28760.175 0 3501422 125160 None Vol-1, Pg No. 16, It No.2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Vol-1 S.R.P NO.: 16 I NO: 2.5.2) Cum 7048.29 7048.29 0.6749 False None None False None False 4756.890921 0 3501423 125160 None Vol-1, Pg No. 112, Sl No. 15 Formwork, Centering & Scaffloding 50% For Slab Cum 3524.14 3524.14 0.6749 False None None False None False 2378.442086 0 3501424 125160 None Vol-1, Pg No. 18, It No. 2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (Vol-1 S.R.P NO.: 18 I NO: 2.11 a) t 92140.71 92140.71 0.0539 False None None False None False 4966.384269 0 3501425 125160 None Vol-2, Pg No. 42, Sl No. 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Vol-2 S.R.P NO.: 42 I NO: 8.8) (Out side) Sqm 382.13 382.13 7.8 False None None False None False 2980.614 0 3501426 125160 None Vol-2, Pg No. 46, It No. 8.3 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (Vol-2 S.R.P NO.: 46 I NO: 8.30) Sqm 179.22 179.22 7.8 False None None False None False 1397.916 0 3501427 125160 None Vol-3, Pg No. 146, It No. 16.15b Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101 1000mm dia (Vol.3, P.No.146, I.No.16.15 b) m 8196.74 8196.74 5.0 False None None False None False 40983.7 0 3501428 125160 None Vol-5, Pg No. A44, Sl No. 655 PVC pipe - OD 50mm and 6 Kg/sqcm (Vol 5 Sl No. 655 Pg No: A44) m 53.56 53.56 120.0 False None None False None False 6427.2 0 3501429 125160 None Vol-5, Pg No. A44, Sl No. 654 PVC pipe - OD 32mm and 10 Kg/sqcm (Vol 5 Sl No. 654 Pg No: A44) m 33.99 33.99 40.0 False None None False None False 1359.6 0 3501430 125160 None Vol-5, Pg No. A44, Sl No. 652 PVC pipe - OD 25mm and 10 Kg/sqcm (Vol 5 Sl No. 652 Pg No: A44) m 23.69 23.69 40.0 False None None False None False 947.6 0 3501431 125160 None Vol-2, Pg No. 305, Sl. No. 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore (Vol 2 I No. 13.3.2 Pg No: 305) Nos 314.15 314.15 20.0 False None None False None False 6283.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1720592430000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1720592430000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1720592430000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1720592430000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement KPPP portal due to internet connectivity issues and technical glitches at bidders end. None 1720592430000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1720592430000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1720592430000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1720592430000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer(District Level Officer)and scan the Original Certificate and attach the scanned file to the Bid. None 1720592430000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thiry first day of March of succeeding year(both days inclusive) None 1720592430000 0 None None ELIGIBILITY All the documents to be uploaded shall be neatly scanned and the documents scanned shall be in original. None 1720592430000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder. None 1720592430000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1720592430000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal None 1720592430000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1720592430000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1720592430000 0 None None ELIGIBILITY All materials required for the work shall be procured by the tenderer himself and should be got tested by the quality control authorities at his own cost before use on work. None 1720592430000 0 None None ELIGIBILITY The items quoted shall include cost of Royalty charges on constructive materials and other taxes as per the rates prevailing Govt Orders at the time of execution and including all the cost and conveyance of all materials, curing, loading and unloading with all lead and lifts, labour, hire charges of machinary and equipments, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. None 1720592430000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders None 1720592430000 0 None None ELIGIBILITY All the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose. None 1720592430000 0 None None ELIGIBILITY Physical quantities requirement to qualify the Tenderer is 80% of the estimated quantity as per Govt Order No. .PW/630/CRM/2014 Bangalore Dated: 17-11-2014 None 1720592430000 0 None None ELIGIBILITY Department will not supply any materials. None 1720592430000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1720592430000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWP & IWT Dept Division Belagavi during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. None 1720592430000 0 None None ELIGIBILITY The Tenderer must be present during opening of tender and submit uploaded documents duly attested by Gazzeted Officer not below the rank of Executive Engineer and also produce original documents for confirmation at the time of opening. None 1720592430000 0 None None ELIGIBILITY The contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 in respect of the employees engaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund. None 1720592430000 0 None None ELIGIBILITY As per Karnataka State Govt Order No:LD/300/LET/2006/Bangalore Dt: 1-1-2007 and Govt Ltr No:PW/134/BMS/2007, Dt: 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund. None 1720592430000 0 None None ELIGIBILITY THE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA. ANY JUNK, SUPERFLUOS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTED. None 1720592430000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes (excluding GST) as per prevailing Government Orders. None 1720592430000 0 None None ELIGIBILITY The item rates are excluding GST but inclusive of all other charges. None 1720592430000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1720592430000 0 None None ELIGIBILITY The Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time. None 1720592430000 0 None None ELIGIBILITY Financial turover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria None 1720592430000 0 None None ELIGIBILITY The Project Completion period is 6(Six) months and the Tenderer should maintain work during the defect liability period, which is (1)One year after successful completion of the work. (including Monsoon). None 1720592430000 0 None None ELIGIBILITY Appeal - As per the Govt. ltr no 572/CRM/2020/PWD-COMM-1-PWD-SEC, dated 09.10.2020 the Appeals received in e-procurement as per KTPP Act / Rules within the stipulated time will only be considered. Any written Appeal Received shall not be considered None 1720592430000 0 None None ELIGIBILITY The tenderer should be a KPWD registered Class-II and Above Contractor. None 1720592430000 0 None None ELIGIBILITY Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2019-20, 2020-21, 2021-22 ,2022-23 and 2023-24 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 242.43 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years 2019-20, 2020-21, 2021-22 ,2022-23 and 2023-24 Satisfactorily completed, as prime contractor, at least one similar work such as Building work of value not less than Rs. 60.61 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2019-20, 2020-21, 2021-22 ,2022-23 and 2023-24 executed the following minimum quantities of work 1) Earth work Excavation in foundation/Subgrade & Earthen shoulder 1445.00 Cum, 2) Concrete Works(PCC/RCC)-189.00 Cum, 3)Steel reinforcement Works 11.00 Tonne, 4) Plastering Works 1357.00 Sqm 5) Laying of Tiles Works 255.08 Sqm 6)BBM/SSM/CC Solid Block/Similar Masory Works 163.56 Cum 7)Pavers 861.00 Sqm Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The EMD of Rs. 2,00000.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs, 100,000.00 by e -payment Part (2) Rs. 100,000.00 EMD shall be in the form of Bank Guarantee and shall be scanned and uploaded along with the technical Bid. The original Bank Guarantee should be handed over to the Executive Engineer before the prescribed date and time of opening of the Bids. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Bank Guarantee shall be scanned and uploaded along with the technical Bid None None None None Tenderers who meet the above specified minimum qualifying criteria will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity equal to (AxNx1.5 - B) A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. 0.50 Year where B equal to Value at 2024-25 price level, of existing commitments and on-going works to be completed during the next 0.50 Year form the probable date of Award of this contract. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation Sheet on letter head None None None None As per this note each tenderer should further demonstrate Availability of key equipment/ machinery for execution of the work. However as per Govt Circular no GOFDAE 263EXP122022 dt 11 052022 this clause for owning key equipment for works costing upto Rs 3.00 Crores is exempted. However it is obligatory for the contractor to use the fallowing machineries for various activities involved in construction as per MORTH specifications. Tippers-1 Own, 1-Hire, Concrete Mixer Batching Plant-1 Own, Vibrator(Pin/Plate)-2 Own 2-Hire and Water Tanker-2 Hire, Floater Vibrator-1 Own Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Should scan and attach the requisite ownership documents hirelease agreement with the Bid and prod None None None None Qualification and experience of the key technical and Management personnel in permanent employment with the Tenderer and those that are proposed to be deployed on this work, if work is awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Biodata of the personnel None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Assessment on the Letter Head of the Tenderer None None None None Each Tenderer should further demonstrate- liquid assets and/or availability of credit facilities of not less than Rs.60.61 lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. (Enclosed with this NIT under Forms of Bid qualification information as per Govt. Circular No. FD-CAM/16/2022(P-2), dated. 22.08.2022) (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Auditors Report None None None None Constitutional and Legal Status of the Tenderer Others PWD Registration Certificate (Class I/II/III/IV) createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Principal Place of Business (Full address) Others Others -- Address proof, with declaration on Bidders letter head createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Address proof, with declaration on Bidders letter head None None None None Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers Bankers Others Others -- Information on the Letter Head of the tenderer createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information on the Letter Head of the tenderer None None None None The proposed methodology and program of construction, backed with equipment planning and deployment duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion Others Others -- CPM/PERT chart createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- CPM/PERT chart None None None None Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered Others Others -- UDIN createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- UDIN None None None None Information on works which are yet to be completed. Others Others -- Information in Format 5 and cerificate in format-3 createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in Format 5 and cerificate in format-3 None None None None Information of the works for which Tender acceptance letters are received. Others Others -- New works createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- New works None None None None Information of the works for which Tenderer has submitted Tender Others Others -- Information in Format 7 createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in Format 7 None None None None Information on litigation in which the Tenderer is involved: Others Others -- Information in Format 10 createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in Format 10
tenderCriterionDocumentList	documentName optional documentTypeText Contractors KPWD Registration Certificate True Technical Bid Annual Turnover Certificate from CA from 2018-19 to 2022-23 True Technical Bid Work done certificate for similar nature of Work from Competant authority Rank of Executive Engineer & above True Technical Bid Name and Address of Contractor for Communication True Technical Bid Liquid assets or availability of credit facilities Credit lines or letter of credit or certificates from the banks True Technical Bid UDIN is Preffered True Technical Bid List of ongoing works/ Works in Hand True Technical Bid Filled froms enclosed with NIT True Technical Bid Bid capacity on Letter head True Technical Bid Qty wise work done certificate from competent authourity Rank of Executive Engineer & above True Technical Bid Profit and Loss A/C Statement True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1720592674000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer PWD Div Belagavi street None city Belagavi state Karnataka pin 590016
tenderRecallDTO	None