| 4013648 | 155470 | None | code01 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation
5.0 conforming to IS 2222 in superstructure above plinth level in cement mortar 1 6 1 cement 6 coarse sand With Non modular bricks including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of workP.No. 13 vol2 I.No. 6.5 | Cum | 9303.0 | 9303.0 | 131.67 | False | None | None | False | None | False | 1224926.01 | 0 |
| 4013649 | 155470 | None | code02 | 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 steel windows by weldingPage no. 85 vol2 Item no 11.34A. | Kg | 152.25 | 152.25 | 3500.21 | False | None | None | False | None | False | 532906.9725 | 0 |
| 4013650 | 155470 | None | code03 | 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 and a top layer 6 mm thick cement plaster with cement mortar 1 3 1 cement 3 coarse sand finished rough with sponge 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. Page No. 42 vol2 Item no. 8.9 | Sqm | 338.1 | 338.1 | 794.11 | False | None | None | False | None | False | 268488.591 | 0 |
| 4013651 | 155470 | None | code04 | Finishing walls with textured exterior paint of required shade New work Two coats applied at 3.28 Ltrre or 10 m over and including priming coat of exterior primer applied at 2.20kg or 10 m to give an even shade after thoroughly rooming the surface to remove all dirt dust mortar droand foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per pecifications and as per directions of Engineer in charge. P.No. 45 vol2 I.No. 8.29 | Sqm | 218.4 | 218.4 | 581.27 | False | None | None | False | None | False | 126949.368 | 0 |
| 4013652 | 155470 | None | code05 | Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per
direction of Engineer in charge. Pg 166 I No 19.30 | Sqm | 114.45 | 114.45 | 126.0 | False | None | None | False | None | False | 14420.7 | 0 |
| 4013653 | 155470 | None | code06 | Providing and fixing Structural Steel work riveted bolted or welded in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. | Kg | 106.05 | 106.05 | 6893.1 | False | None | None | False | None | False | 731013.255 | 0 |
| 4013654 | 155470 | None | code07 | Providing and fixing corrugated G.S. sheet roofing including vertical or curved surface fixed with polymer coated J or L hooks bolts and nuts 8 mm diaMtr 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 or 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. P.No. 21 I.No.
7.1 | Sqm | 834.75 | 834.75 | 193.5 | False | None | None | False | None | False | 161524.125 | 0 |
| 4013655 | 155470 | None | code08 | 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. P.No. 7vol01 I.No. 1.9 | Cum | 214.2 | 214.2 | 190.45 | False | None | None | False | None | False | 40794.39 | 0 |
| 4013656 | 155470 | None | code09 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite or trap or basalt crushed graded coarse aggregates and fine ggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead and lifts cost of all materials of quaLtry 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 and formwork shall be paid separatelyMix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates P.No. 15 Vol 01
I.No. 2.1.3 | Cum | 5831.7 | 5831.7 | 93.49 | False | None | None | False | None | False | 545205.633 | 0 |
| 4013657 | 155470 | None | code10 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1 6 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab including cost of materials labour curing polishing complete as per specifications. | Sqm | 1264.2 | 1264.2 | 132.44 | False | None | None | False | None | False | 167430.648 | 0 |
| 4013658 | 155470 | None | code11 | Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and 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 and 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 and other appurtenances required to complete the work.P.No. 8 I.No. 1.12 | Cum | 68.25 | 68.25 | 83.63 | False | None | None | False | None | False | 5707.7475 | 0 |
| 4013659 | 155470 | None | code12 | Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out sho ring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Page No 8 Item No. 1.14.1 | Cum | 76.65 | 76.65 | 241.32 | False | None | None | False | None | False | 18497.178 | 0 |
| 4013660 | 155470 | None | code13 | 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 5.1.1 Cement mortar 1 6 1 cement 6 coarse sand P.No.9vol2 I.No.5.1.1 | Cum | 4987.5 | 4987.5 | 69.72 | False | None | None | False | None | False | 347728.5 | 0 |
| 4013661 | 155470 | None | code14 | Providing Size Stone masonry with hard stone in foundation and plinth with Cement mortar 1 6 1 cement 6 coarse sand P.No.9vol2 I.No.5.4 | Cum | 5619.6 | 5619.6 | 37.84 | False | None | None | False | None | False | 212645.664 | 0 |
| 4013662 | 155470 | None | code15 | Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The granite or trap or 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 necesary including all lead and lifts cost of all materials of quaLtry 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 and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates P.No. 17vol01 I.No. 2.4.2 | Cum | 6266.4 | 6266.4 | 100.61 | False | None | None | False | None | False | 630462.504 | 0 |
| 4013663 | 155470 | None | code16 | As per recommendations of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate | No | 501.31 | 501.31 | 66.34 | False | None | None | False | None | False | 33256.9054 | 0 |
| 4013664 | 155470 | None | code17 | For Form Works | No | 3759.84 | 3759.84 | 8.47 | False | None | None | False | None | False | 31845.8448 | 0 |
| 4013665 | 155470 | None | code18 | Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granite or trap or 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 and lifts cost of all materials quaLtry 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 and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesP.No.
17Vol01 I.No. 2.5.1 | Cum | 6491.1 | 6491.1 | 78.65 | False | None | None | False | None | False | 510525.015 | 0 |
| 4013666 | 155470 | None | code19 | As per recommendations of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate | No | 3894.66 | 3894.66 | 24.68 | False | None | None | False | None | False | 96120.2088 | 0 |
| 4013667 | 155470 | None | code20 | For Form Works | No | 4543.77 | 4543.77 | 24.76 | False | None | None | False | None | False | 112503.7452 | 0 |
| 4013668 | 155470 | None | code21 | Providing Thermo Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening cutting bending placing in position binding and anchoring to djacent members whereever necessary complete as per Design including cost of material labour usage charges complete as per specifications. The laps and wastages shall not be measured separately P.No. 84 Vol2 I.No. 11.32 | Kg | 96.6 | 96.6 | 16550.31 | False | None | None | False | None | False | 1598759.946 | 0 |
| 4013669 | 155470 | None | code22 | Providing Mathi or Nandi wood 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. Page No.100 vol2 Item No. 12.12 | Sqm | 79111.2 | 79111.2 | 2.09 | False | None | None | False | None | False | 165342.408 | 0 |
| 4013670 | 155470 | None | code23 | Providing and fixing in position fully panelled Mathi or Nandi 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 Page.No. 100 vol2 Item.No. 12.15 | Sqm | 5327.7 | 5327.7 | 25.5 | False | None | None | False | None | False | 135856.35 | 0 |
| 4013671 | 155470 | None | code24 | Providing and fixing of 3 track x 2 panel sliding windows made out of multi chambered UPVCMatching to RAL 9016 sections and with minimum TiO2Titanium Dioxide at 6PHR with TPEThermo 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 an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass standard hardwareand Multi point locking system with touch lock. Wall thickness of frame and sash shall be of 2mm 2.5mm. Maximum possible size 2419mm x 2200mm. The cost is inclusive of all fixtures and separate charges for minor TandP s shall not be made | Sqm | 4856.25 | 4856.25 | 17.1 | False | None | None | False | None | False | 83041.875 | 0 |
| 4013672 | 155470 | None | code25 | Crazy ceramic tile flooring with under layer 12 mm thick cement mortar 1 4 1cement 4 coarse sand with joints not exceeding 5 mm including filling the gaps with ordinary cement mixture and mixing with synthetic polyester fibre triangular in shape having specific gravity of 1.34 to 1.40 cross section size ranging from 10 to 40 micron and length upto 6 mm mixing fibre at 125 g per 50 kg of cement in cement mortar including providing and mixing water proofing material in mortar at 1 kg per 50 kg of cement all complete as per direction of Engineer in charge. | Sqm | 605.85 | 605.85 | 63.25 | False | None | None | False | None | False | 38320.0125 | 0 |
| 4013673 | 155470 | None | code26 | Providing 12 mm cement plaster with cement mortar 1 4 1 cement 4 fine sand to brick masonry including rounding off corners wherever required smooth rendering roviding and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineer in charge P.No. 41 vol2 I.No. 8.1.1 | Sqm | 223.65 | 223.65 | 763.76 | False | None | None | False | None | False | 170814.924 | 0 |
| 4013674 | 155470 | None | code27 | Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work hard and soft wood 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. Page no. 47 vol2 Item No 8.34.1 | Sqm | 43.05 | 43.05 | 15.51 | False | None | None | False | None | False | 667.7055 | 0 |
| 4013675 | 155470 | None | code28 | Varnishing with varnish of approved brand and manufacture Two coats of glue sizing with copal varnish over an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil grease dirt and foreign mattersand papering and knotting cost of materials labour complete as per specifications and as per directions of Engineer in charge. Page.No. 49 vol2 Item.No. 8.45.1 | Sqm | 137.55 | 137.55 | 34.28 | False | None | None | False | None | False | 4715.214 | 0 |
| 4013676 | 155470 | None | code29 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
New work two coats over and including water thinnable priming coat with cement primer 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 pecifications and as per directions of Engineer in chargePage No.45 vol2 Item No. 8.25 | Sqm | 110.25 | 110.25 | 752.31 | False | None | None | False | None | False | 82942.1775 | 0 |
| 4013677 | 155470 | None | code30 | For Form Works | Percentage | 3133.2 | 3133.2 | 21.16 | False | None | None | False | None | False | 66298.512 | 0 |
| 4013678 | 155470 | None | code31 | For Form Works | Percentage | 3245.55 | 3245.55 | 33.87 | False | None | None | False | None | False | 109926.7785 | 0 |
| 4013679 | 155470 | None | code32 | Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer with water absorption less than 0.08 Percentage and
conforming to I.S. 15622 of approved make in all colours and shade
over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand jointing with grey cement slurry at 3.3 kg or m2 including grouting the joint with white cement and matching pigments etc. complete.
Size of Tile 500x500 mm | Sqm | 1078.35 | 1078.35 | 45.03 | False | None | None | False | None | False | 48558.1005 | 0 |
| 4013680 | 155470 | None | code33 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace or Chajjas or Sunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2 coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per | Sqm | 782.25 | 782.25 | 121.12 | False | None | None | False | None | False | 94746.12 | 0 |
| 4013681 | 155470 | None | code34 | Providing and placing on terrace Polythylene water storage tanks with manhole lid and suitable locking arrangements making holes of suitable diaMtr for inlet outlet and over flow pipes including cost of all materials labour transport charges HOM of equipments and testing complete as per specifications. For 1000 Ltrre Capacity Specification As Per Market Rate 2022 23 | Ltr | 6.83 | 6.83 | 11000.0 | False | None | None | False | None | False | 75130.0 | 0 |
| 4013682 | 155470 | None | code35 | Add 5Percentage for Water Supply and Sanitation works | No | 103188.69 | 103188.69 | 1.0 | False | None | None | False | None | False | 103188.69 | 0 |
| 4013683 | 155470 | None | code36 | Providing skirting dadooing rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1 3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials labour complete as per specifications. | Sqm | 1088.85 | 1088.85 | 23.41 | False | None | None | False | None | False | 25489.9785 | 0 |
| 4013684 | 155470 | None | code37 | Providing and fixing stainless steel Grade 304 railing made of Hollow tubes channels plates etc. including welding grinding buffing polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete i or c fixing the railing with necessary accessories and stainless steel dash fasteners stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts bolts fasteners etc. including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. | Kg | 525.0 | 525.0 | 756.0 | False | None | None | False | None | False | 396900.0 | 0 |
| 4013685 | 155470 | None | code38 | Providing and fixing 3 layer PP R Poly Propylene Random Copolymerpipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stabiLtry for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge. PN
16 Pipe SDR 7.4 40 mm OD | Rmtr | 484.05 | 484.05 | 30.0 | False | None | None | False | None | False | 14521.5 | 0 |
| 4013686 | 155470 | None | code39 | Supplying PVC ringtite pipes conforming to IS 4985 2000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and
giving necessary hydraulic test to the required pressure as per ISSContractor will make his own arrangements
for procuring water for testing etc. for PVC pipes 75mm dia. 6 kg or sqcm and class 3 | Rmtr | 220.5 | 220.5 | 20.0 | False | None | None | False | None | False | 4410.0 | 0 |
| 4013687 | 155470 | None | code40 | Supplying PVC ringtite pipes conforming to IS 4985 2000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements
for procuring water for testing etc. for PVC pipes 110mm dia. 6 kg or sqcm and class 3 | Rmtr | 413.7 | 413.7 | 20.0 | False | None | None | False | None | False | 8274.0 | 0 |
| 4013688 | 155470 | None | code41 | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm | No | 1122.45 | 1122.45 | 2.0 | False | None | None | False | None | False | 2244.9 | 0 |
| 4013689 | 155470 | None | code42 | Providing and fixing white vitreous china pedestal type water closet European type with seat and lid 10 Ltrre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I. brackets 40 mm flush bend overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid | No | 5255.25 | 5255.25 | 2.0 | False | None | None | False | None | False | 10510.5 | 0 |
| 4013690 | 155470 | None | code43 | Providing and fixing 8 mm dia C.P. or
S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quaLtry and make as approved by Engineer in charge. | No | 259.35 | 259.35 | 2.0 | False | None | None | False | None | False | 518.7 | 0 |
| 4013691 | 155470 | None | code44 | Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stabiLtry for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 16 mm OD | Rmtr | 254.26 | 254.26 | 20.0 | False | None | None | False | None | False | 5085.2 | 0 |
| 4013692 | 155470 | None | code45 | Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stabiLtry for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 20 mm OD | Rmtr | 189.0 | 189.0 | 10.0 | False | None | None | False | None | False | 1890.0 | 0 |
| 4013693 | 155470 | None | code46 | Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stabiLtry for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 25 mm OD | Rmtr | 238.35 | 238.35 | 10.0 | False | None | None | False | None | False | 2383.5 | 0 |
| 4013694 | 155470 | None | code47 | Gunmetal non return valve vertical screwed end 25 mm dia | Rmtr | 420.0 | 420.0 | 10.0 | False | None | None | False | None | False | 4200.0 | 0 |
| 4013695 | 155470 | None | code48 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg or m3 and minimum compressive strength of
4.00 N or 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 | 1255.8 | 1255.8 | 3.0 | False | None | None | False | None | False | 3767.4 | 0 |
| 4013696 | 155470 | None | code49 | Providing 15 mm cement plaster with cement mortar 1 3 1 cement 3 coarse sand finished with a floating coat of neat cement on the rough side of single or half brick wall 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 | 326.55 | 326.55 | 6.0 | False | None | None | False | None | False | 1959.3 | 0 |
| 4013697 | 155470 | None | code50 | 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. | Cum | 195.3 | 195.3 | 119.77 | False | None | None | False | None | False | 23391.081 | 0 |
| 4013698 | 155470 | None | code51 | Refilling available earth around trenches or 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 | 128.1 | 128.1 | 1525.44 | False | None | None | False | None | False | 195408.864 | 0 |
| 4013699 | 155470 | None | code52 | Supplying lowering laying jointing testing and commissioning of Glazed Stone Ware Pipes of following dia conforming to IS 651 1992 IS 4127 with latest amendments including conveying to work site caulking with hemp dipped in tar and jointing with CM 1 1.5 using OPC perfect linking and curing for 10 days and testing with wateretc. with all lead lifts and as per Technical Specifications. The cost to include the cost of all jointing materials necessary survey works for laying of sewer lines etc. complete.
The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes | Rmtr | 489.3 | 489.3 | 38.25 | False | None | None | False | None | False | 18715.725 | 0 |
| 4013700 | 155470 | None | code53 | Constructing brick masonry chamber of internal dimension 600x450mm 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 and frame etc. excluding the cost of CI frame and cover. | No | 4592.7 | 4592.7 | 2.0 | False | None | None | False | None | False | 9185.4 | 0 |
| 4013701 | 155470 | None | code54 | C.P.brass trap40 mm dia | No | 315.0 | 315.0 | 2.0 | False | None | None | False | None | False | 630.0 | 0 |
| 4013702 | 155470 | None | code55 | 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 | No | 380.0 | 380.0 | 2.0 | False | None | None | False | None | False | 760.0 | 0 |
| 4013703 | 155470 | None | code56 | Providing and fixing C.P. brass stop cock concealed of standard design and of approved make conforming to IS 8931. | No | 577.0 | 577.0 | 4.0 | False | None | None | False | None | False | 2308.0 | 0 |
| 4013704 | 155470 | None | code57 | Providing and fixing C.P. brass long nose bib cock of approved quaLtry conforming to IS standards and weighing not less than 810 g. | No | 674.0 | 674.0 | 4.0 | False | None | None | False | None | False | 2696.0 | 0 |
| 4013705 | 155470 | None | code58 | Providing and fixing mirror of superior glass of approved quaLtry and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm | No | 1476.0 | 1476.0 | 2.0 | False | None | None | False | None | False | 2952.0 | 0 |
| 4013706 | 155470 | None | code59 | Providing and fixing wash basin with
C.I. brackets 15 mm dia CP Brass single hole basin mixer of approved quaLtry and make including painting of fittings and brackets cutting and making good the walls wherever required using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | No | 3599.0 | 3599.0 | 4.0 | False | None | None | False | None | False | 14396.0 | 0 |
| 4013707 | 155470 | None | code60 | Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinary or soft rock without blasting upto 1.5 m depth | Cum | 240.45 | 240.45 | 4.86 | False | None | None | False | None | False | 1168.587 | 0 |
| 4013708 | 155470 | None | code61 | Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The granite or trap or 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 necesary including all lead and lifts cost of all materials of quaLtry 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 and formwork to be paid separatelyM25 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 9742.95 | 9742.95 | 0.97 | False | None | None | False | None | False | 9450.6615 | 0 |
| 4013709 | 155470 | None | code62 | 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 and other incidental charges complete as per the direction of
engineer incharge of work. | Cum | 7024.5 | 7024.5 | 2.23 | False | None | None | False | None | False | 15664.635 | 0 |
| 4013710 | 155470 | None | code63 | Providing and fixing 455x610 mm cast iron cover with frame weight to be not less
38Kg weight of cover 23 Kg and weight of frame 15 Kgand necessary locking
arrangements with M.S flats 32x6 mm etc and painting with two or more coats with black Japan paint etc. complete as directed by the engineer in charge. | No | 1981.35 | 1981.35 | 1.0 | False | None | None | False | None | False | 1981.35 | 0 |
| 4013711 | 155470 | None | code64 | Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granite or trap or 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 and lifts cost of all materials quaLtry 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 and formwork to be paid separatelyComman SR 21 22 Vol 1ITEM NO 2.5.1 PAGE NO
17 | Cum | 8153.46 | 8153.46 | 6.82 | False | None | None | False | None | False | 55606.5972 | 0 |
| 4013712 | 155470 | None | code65 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work.Comman SR 21 22 Vol 2I.NO 6.4Page No 13 | Cum | 8103.9 | 8103.9 | 8.18 | False | None | None | False | None | False | 66289.902 | 0 |
| 4013713 | 155470 | None | code66 | Providing and fixing of 3 track x 2 panel sliding windows made out of multi chambered UPVCMatching to RAL 9016 sections and with minimum TiO2Titanium Dioxide at 6PHR with TPEThermo 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 an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass standard hardwareand Multi point locking system with touch lock. Wall thickness of frame and sash shall be of 2mm 2.5mm. Maximum possible size 2419mm x 2200mm. The cost is inclusive of all fixtures and separate charges for minor TandP s shall not be madeComman SR 21 22 Vol 2I.NO 12.90Page No 112 | Sqm | 7602.0 | 7602.0 | 7.4 | False | None | None | False | None | False | 56254.8 | 0 |
| 4013714 | 155470 | None | code67 | Providing 12 mm cement plaster with cement mortar 1 4 1 cement 4 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 | Sqm | 228.9 | 228.9 | 20.51 | False | None | None | False | None | False | 4694.739 | 0 |
| 4013715 | 155470 | None | code68 | 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. Comman SR 21 22VOL 2 I.NO 8.8
Page No 42 | Sqm | 328.65 | 328.65 | 29.61 | False | None | None | False | None | False | 9731.3265 | 0 |
| 4013716 | 155470 | None | code69 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm thickness to be specified by the manufacturer of 1st quaLtry 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 at 3.3 kg or m2 including pointing the joints with white cement and matching pigments etc. complete. Comman SR 21 22VOL 2 I.NO 9.9
Page No 60 | Sqm | 773.0 | 773.0 | 13.68 | False | None | None | False | None | False | 10574.64 | 0 |
| 4013717 | 155470 | None | code70 | Providing and fixing in position fully panelled Matti or Nandi wood shutters for doors with stiles and rails of 30mm. 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 fixturesComman SR 21 22VOL 2 I.NO 12.21 Page No 101 | Sqm | 4053.0 | 4053.0 | 2.1 | False | None | None | False | None | False | 8511.3 | 0 |
| 4013718 | 155470 | None | code71 | Painting with oil type wood preservative of approved brand and manufacture New work two coats to give an even shade including preparing the surface after thorougly cleaning oil grease dirt and foreign matter sand papering and knotting cost of materials labour complete as per specifications and as per directions of Engineer in charge. Comman SR 21 22VOL 2 I.NO 8.38
Page No48 | Sqm | 35.7 | 35.7 | 3.15 | False | None | None | False | None | False | 112.455 | 0 |
| 4013719 | 155470 | None | code72 | 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.Comman SR 21 22VOL 2 I.NO 8.51Page No50 | Sqm | 87.15 | 87.15 | 264.1 | False | None | None | False | None | False | 23016.315 | 0 |
| 4013720 | 155470 | None | code73 | Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces One coat with paint of approved quaLtry 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.Comman SR 21 22VOL 2 I.NO 8.35.1 Page No47 | Sqm | 65.1 | 65.1 | 20.51 | False | None | None | False | None | False | 1335.201 | 0 |
| 4013721 | 155470 | None | code74 | Finishing walls with water proofing cement paint of required shade Old work one coats at 2.20 kg or 10 m* complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt dust and foreign matter cost of materials labour complete as per specifications and as per directions of Engineer in charge.Comman SR 21 22VOL 2 I.NO 8.72.2 Page No 53 | Sqm | 44.1 | 44.1 | 29.61 | False | None | None | False | None | False | 1305.801 | 0 |
| 4013722 | 155470 | None | code75 | ADD Electrical Plus plumbing Equals 10Percentage | No | 23858.62 | 23858.62 | 1.0 | False | None | None | False | None | False | 23858.62 | 0 |
| 4013723 | 155470 | None | code76 | Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings or wooden frames with rawl plugs screws etc. Comman SR 21 22VOL 2 I.NO 11.34BPage No 85 | Kg | 161.7 | 161.7 | 414.0 | False | None | None | False | None | False | 66943.8 | 0 |
| 4013724 | 155470 | None | code77 | Providing and laying Polished 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 18 mm thick stone slab over 20 mm average thick base of cement mortar 1 4 1 cement 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 | 3025.05 | 3025.05 | 94.0 | False | None | None | False | None | False | 284354.7 | 0 |
| 4013725 | 155470 | None | code78 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1 6 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab including cost of materials labour curing polishing complete as per specifications.Comman SR 21 22VOL 2 I.NO 9.34 Page No 64 | Sqm | 1251.6 | 1251.6 | 3.6 | False | None | None | False | None | False | 4505.76 | 0 |
| 4013726 | 155470 | None | code79 | Finishing walls with water proofing cement paint of required shade Old work one coats at 2.20 kg or 10 m* complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt dust and foreign matter cost of materials labour complete as per specifications and as per directions of Engineer in charge.Comman SR 21 22VOL 2 I.NO 8.72.2 Page No 53 | Sqm | 44.1 | 44.1 | 212.85 | False | None | None | False | None | False | 9386.685 | 0 |
| 4013727 | 155470 | None | code80 | Providing and fixing ISI marked oxidised M.S. single acting spring hinges
with necessary screws etc 100mm P.No 108 I.No 12.69.3 | Each | 171.15 | 171.15 | 18.0 | False | None | None | False | None | False | 3080.7 | 0 |
| 4013728 | 155470 | None | code81 | Providing and fixing Hold fasts M.S. for doors etc complete
Material Components P.No A21 I.No 285 | Each | 33.6 | 33.6 | 6.0 | False | None | None | False | None | False | 201.6 | 0 |
| 4013729 | 155470 | None | code82 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS 4992 with necessary screws etc. complete 100mm P.No 108 I.No
12.73.2 | Each | 25.2 | 25.2 | 12.0 | False | None | None | False | None | False | 302.4 | 0 |
| 4013730 | 155470 | None | code83 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish Barrel type with necessary screws etc. complete P.No 108 I.No 12.72 | Each | 37.8 | 37.8 | 12.0 | False | None | None | False | None | False | 453.6 | 0 |
| 4013731 | 155470 | None | code84 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Common DSR 2021 22 Volume 2 P No 128 I.No 14.28.2.2 | Each | 228.9 | 228.9 | 2.0 | False | None | None | False | None | False | 457.8 | 0 |
| 4013732 | 155470 | None | code85 | Providing and fixing unplasticised PVC connection pipe with brass unions 20 mm nominal bore Common DSR 2021 22 Volume 2 P No 116 I.No 13.8.1.1 | Each | 110.25 | 110.25 | 25.0 | False | None | None | False | None | False | 2756.25 | 0 |
| 4013733 | 155470 | None | code86 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quaLtry screwed end 25 mm nominal bore Common DSR 2021 22 Volume 2 P No 115 I.No 13.4.1 | Each | 554.4 | 554.4 | 2.0 | False | None | None | False | None | False | 1108.8 | 0 |
| 4013734 | 155470 | None | code87 | Supplying PVC ringtite pipes conforming to IS 4985 2000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 25mm dia 10 kg or sqcm and class 5 Common DSR 2021 22 Volume 5 P No 134
I.No 1.1 Issuse Rate 47.00*26Percentage Plus47.00 Equals 62.18 | Mtr | 62.18 | 62.18 | 30.0 | False | None | None | False | None | False | 1865.4 | 0 |
| 4013735 | 155470 | None | code88 | Providing and fixing brass bib cock of approved quaLtry 20 mm nominal bore Common DSR 2021 22 Volume 2 P
No 115 I.No 13.2.2 | Each | 362.25 | 362.25 | 2.0 | False | None | None | False | None | False | 724.5 | 0 |
| 4013736 | 155470 | None | code89 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13 8130 1984 and virgin grade PVC insulation and powder
coating extruded PVC sheathed suitable for working voltage upto 1100 V as per IS 694 2010.Comman SR
21 22 Vol 6I.NO 2.6.1 Page No 4 | Mtr | 75.6 | 75.6 | 140.0 | False | None | None | False | None | False | 10584.0 | 0 |
| 4013737 | 155470 | None | code90 | Supplying and fixing superior quaLtry modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws bolts nuts etc. complete on the existing metal or PVC box.Comman SR 21 22 Vol 6I.NO 3.5.1 Page No 5 | Each | 159.6 | 159.6 | 12.0 | False | None | None | False | None | False | 1915.2 | 0 |
| 4013738 | 155470 | None | code91 | Supplying and fixing 32A security and energy saving DP switch with key tag suitable to operate on 230 V 50Hz AC supply and completely wired on existing box.Comman SR 21 22 Vol 6I.NO
3.70 Page No 6 | Each | 784.35 | 784.35 | 8.0 | False | None | None | False | None | False | 6274.8 | 0 |
| 4013739 | 155470 | None | code92 | Supplying and fixing of Porcelain fuse channel with cut out on existing wooden or panel using necessary nuts bolts and washers.Comman SR 21 22 Vol 6I.NO 5.7.1 Page No 10 | Each | 131.25 | 131.25 | 20.0 | False | None | None | False | None | False | 2625.0 | 0 |
| 4013740 | 155470 | None | code93 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve indicator ON or OFF energy cross 3 with Short circuit breaking capacity of 10K and | Each | 549.15 | 549.15 | 10.0 | False | None | None | False | None | False | 5491.5 | 0 |
| 4013741 | 155470 | None | code94 | Point wiring using copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit or casing capping casing capping using 2x1.5mm2 Phase and Neutral and 1x1.0 mm2 Earth wire FRLS multi strand PVC insulated copper wire confirming to IS 694 and latest amendments without control switch shall be fixed on the existing plastic sheet or gang box the other end of the wires shall be terminated with sufficient loose length in a wood or PVC round block. complete for each outlet Two outlet in a row above 3m upto 6m from tapping point to out let via switches.Comman SR 21 22 Vol 6I.NO 2.2.4 Page No 3 | Each | 704.55 | 704.55 | 76.0 | False | None | None | False | None | False | 53545.8 | 0 |
| 4013742 | 155470 | None | code95 | Wiring for lighting or 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.4 mm2 Comman SR 21 22 Vol 6I.NO 2.3.4 Page No 3 | Each | 61.95 | 61.95 | 72.0 | False | None | None | False | None | False | 4460.4 | 0 |
| 4013743 | 155470 | None | code96 | Supplying And fixing or replacing of 6 or 16 or 32A electrical accessories on existing switch board. a 6 Amps SP Switch Comman SR 21 22 Vol 6 I.NO 3.14.1 Page No 6 a 6 Amps SP
Switch | Each | 45.15 | 45.15 | 34.0 | False | None | None | False | None | False | 1535.1 | 0 |
| 4013744 | 155470 | None | code97 | Supplying And fixing or replacing of 6 or 16 or 32A electrical accessories on existing switch board. a 6 Amps SP Switch Comman SR 21 22 Vol 6 I.NO 3.14.1 Page No 6 b 6 Amps 3
Way 5 Pin Socket | Each | 68.25 | 68.25 | 34.0 | False | None | None | False | None | False | 2320.5 | 0 |
| 4013745 | 155470 | None | code98 | Supplying And fixing or replacing of 6 or 16 or 32A electrical accessories on existing switch board. a 6 Amps SP Switch Comman SR 21 22 Vol 6 I.NO 3.14.1 Page No 6 c 6 Amps
BakeLtre Ceiling Rose | Each | 66.15 | 66.15 | 32.0 | False | None | None | False | None | False | 2116.8 | 0 |
| 4013746 | 155470 | None | code99 | Supplying And fixing or replacing of 6 or 16 or 32A electrical accessories on existing switch board. a 6 Amps SP Switch Comman SR 21 22 Vol 6 I.NO 3.14.1 Page No 6 d 6 Amps
Lamps Holder | Each | 66.15 | 66.15 | 34.0 | False | None | None | False | None | False | 2249.1 | 0 |
| 4013747 | 155470 | None | code100 | Supplying and fixing of Surface mounting type retrofit type LED tube W comprising of LED linear source with CCT 6500 degree K CRI 70Percentage. efficacy 80 lumen per W life 25000 burning hours and Compliance to IS 10322 or IEC 60598 LM 79 and LM 80. The LED are driven by HF electronic driver integrated in the system with PF 0.95 power loss should 5Percentage of lamp Wage. short circuit and open circuit protection to be integrated in the circuit THD less than 20Percentage Life as per LM
11.10.5 Page No 37 | Each | 653.1 | 653.1 | 42.0 | False | None | None | False | None | False | 27430.2 | 0 |
| 4013748 | 155470 | None | code101 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD Common DSR 2021 22 Volume 3 P No 15 I.No 3.1 | Cum | 33.6 | 33.6 | 81.24 | False | None | None | False | None | False | 2729.664 | 0 |
| 4013749 | 155470 | None | code102 | Providing Thermo Mechanically Treated bars of grade Fe 500 Steel reinforcement for R.C.C. work including straightening cutting bending placing in position binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material labour usage charges complete as per specifications. The laps and wastages shall not be measured separately Comman SR 21 22VOL 2 I no 11.32 PAGE NO 84 | Kg | 87.15 | 87.15 | 4868.27 | False | None | None | False | None | False | 424269.7305 | 0 |
| 4013750 | 155470 | None | code103 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1 4 1 cement 4 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental
charges complete as per the direction of engineer incharge of work. Comman SR 21 22 Vol 2I.NO
6.3Page No 13 | Cum | 8022.0 | 8022.0 | 34.08 | False | None | None | False | None | False | 273389.76 | 0 |
| 4013751 | 155470 | None | code104 | 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. Comman SR 21 22VOL 2 I.NO 8.8
Page No 42 | Sqm | 322.35 | 322.35 | 326.82 | False | None | None | False | None | False | 105350.427 | 0 |
| 4013752 | 155470 | None | code105 | Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings or wooden frames with rawl plugs screws etc. Comman SR 21 22VOL 2 I.NO 11.34BPage No 85 | Kg | 150.15 | 150.15 | 30.37 | False | None | None | False | None | False | 4560.0555 | 0 |
| 4013753 | 155470 | None | code106 | Providing and 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 and bottom rails covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide Prelaminated PVC Sheets for top rail lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc. Complete as per manufacturers specification and direction of Engineer in charge fixed to frames with 3 nos of 75mm Aluminium hinges. one side prelam Comman SR 21 22VOL 2
I.NO12.55.2 Page No 106 | Sqm | 2998.8 | 2998.8 | 18.9 | False | None | None | False | None | False | 56677.32 | 0 |
| 4013754 | 155470 | None | code107 | Supply Errection commissioning of
………. Dia 4 Kgf or cm2 PVC Pipe For Night Soil and Urinal Connections to Septic Tank including all Accessories. Comman SR 21 22VOL 5 SL.NO1191
Page No 35 | Mtr | 182.7 | 182.7 | 110.0 | False | None | None | False | None | False | 20097.0 | 0 |
| 4013755 | 155470 | None | code108 | Supplying PVC ringtite pipes conforming to IS 4985 2000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 25mm dia 10 kg or sqcm and class 5 Comman SR 21 22VOL 5 SOR CODE M010A Page No
134 | Mtr | 49.35 | 49.35 | 1130.0 | False | None | None | False | None | False | 55765.5 | 0 |
| 4013756 | 155470 | None | code109 | Providing and fixing unplasticised PVC connection pipe with brass unions. 20 mm nominal bore Comman SR 21 22VOL 2 I.NO13.8.1.2 Page No 116 | No | 116.55 | 116.55 | 36.0 | False | None | None | False | None | False | 4195.8 | 0 |
| 4013757 | 155470 | None | code110 | Providing and fixing PTMT bib cock of approved quaLtry and colour.20 mm nominal bore 89 mm long weighing not less than 88 g Comman SR 21 22VOL 2 SL No 13.18.2 Page No 118 | No | 158.55 | 158.55 | 14.0 | False | None | None | False | None | False | 2219.7 | 0 |
| 4013758 | 155470 | None | code111 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quaLtry screwed end 32 mm nominal bore Comman SR 21 22VOL 2 SL No
13.4.2 Page No 115 | No | 584.85 | 584.85 | 22.0 | False | None | None | False | None | False | 12866.7 | 0 |
| 4013759 | 155470 | None | code112 | Providing and fixing White vitreous china water closet squatting pan Indian type along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials labour and disposal of dismantled material i or c malba all complete as per the direction of Engineer in charge. Comman SR 21 22VOL 2 SL No
20.44.1 Page No 178 | No | 5635.35 | 5635.35 | 16.0 | False | None | None | False | None | False | 90165.6 | 0 |
| 4013760 | 155470 | None | code113 | Providing and laying Vitrified tiles in floor with different sizes thickness to be specified by the manufacturer with water absorption less than 0.08Percentage and conforming to IS 15622 of approved brand and manufacturer in all colours and shade laid with cement based high polymer modified quick set tile adhesive water based conforming to IS 15477 in average 6 mm thickness including grouting of joints Payment for grouting of joints to be made separately Size of Tile 600x600 mm.Comman SR 21 22VOL 2 SL No
9.21.2 Page No 62 | Sqm | 1205.4 | 1205.4 | 62.87 | False | None | None | False | None | False | 75783.498 | 0 |
| 4013761 | 155470 | None | code114 | Providing and fixing 1st quaLtry 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 at 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete..Comman SR 21 22VOL 2 SL No 10.14 Page No 71 | Sqm | 1012.2 | 1012.2 | 148.3 | False | None | None | False | None | False | 150109.26 | 0 |
| 4013762 | 155470 | None | code115 | Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces One coat with paint of approved quaLtry 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.Comman SR 21 22VOL 2 SL No 8.35.2 Page No 47 | Sqm | 100.8 | 100.8 | 2.83 | False | None | None | False | None | False | 285.264 | 0 |
| 4013763 | 155470 | None | code116 | Finishing walls with water proofing cement paint of required shade New work Two coats applied at 4.84 kg or 10 m 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. Comman SR 21 22VOL 2 SL No 8.28
Page No 45 | Sqm | 69.3 | 69.3 | 244.45 | False | None | None | False | None | False | 16940.385 | 0 |
| 4013764 | 155470 | None | code117 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing balcony railing staircase railing and similar works including applying priming coat of approved steel primer. E.R.W. tubes including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineerin Charge. PWD Common DSR 2021 22 Volume 2 P No 82 I.No 11.26.2 | Sqm | 122.85 | 122.85 | 191.4 | False | None | None | False | None | False | 23513.49 | 0 |
| 4013765 | 155470 | None | code118 | Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings or wooden frames with rawl plugs screws etc. Comman SR 21 22VOL 2 I.NO 11.34BPage No 85 | Kg | 164.85 | 164.85 | 20.24 | False | None | None | False | None | False | 3336.564 | 0 |
| 4013766 | 155470 | None | code119 | Earth work excavation for pipelines or cables by Manual means upto 600mm trench width as per drawing and technical specifcations including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work PWD SR 2021 22 Vol 1 P.No.6 I.No.1.6.1 | Cum | 493.5 | 493.5 | 1436.94 | False | None | None | False | None | False | 709129.89 | 0 |
| 4013767 | 155470 | None | code120 | Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984 2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointingof pipes and specials with electrofusion welding giving hydraulic tes as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc. complete Contractor will make
his own arrangements for procuring water for testing etc.
Note Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 Issue Rate As per BWSandS Board Date 02 or 01 or 2023 HDPE Grade PE80 PN6.0 90mm dia | Mtr | 324.87 | 324.87 | 2111.0 | False | None | None | False | None | False | 685800.57 | 0 |
| 4013768 | 155470 | None | code121 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron DI conforming to IS
1865 and of grade GGG 40 or 50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100Percentage leak proof with face to face dimensions as per IS 14846 2000 only. The stem sealing should be with toroidal sealing rings minimum 2 “ O “ rings. Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work.
Note TP set should be considered only for DI pipes estimate. ForMS pipes estimates TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate. For PN 10 | No | 8413.65 | 8413.65 | 6.0 | False | None | None | False | None | False | 50481.9 | 0 |
| 4013769 | 155470 | None | code122 | Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984 2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointingof pipes and specials with electrofusion welding giving hydraulic tes as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc. complete Contractor will make
his own arrangements for procuring water for testing etc.
Note Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 Issue Rate As per BWSandS Board Date 02 or 01 or 2023 HDPE Grade PE80 PN6.0 90mm dia HDPE Grade PE80 PN6.0 110mm dia | Mtr | 475.0 | 475.0 | 550.0 | False | None | None | False | None | False | 261250.0 | 0 |
| 4013770 | 155470 | None | code123 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron DI conforming to IS
1865 and of grade GGG 40 or 50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100Percentage leak proof with face to face dimensions as per IS 14846 2000 only. The stem sealing should be with toroidal sealing rings minimum 2 “ O “ rings. Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work.
Note TP set should be considered only for DI pipes estimate. ForMS pipes estimates TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate. For PN 10 For Suilce Valve of PN 10.0 and 100mm Pg no 71 Item no 25.2 | No | 9300.9 | 9300.9 | 5.0 | False | None | None | False | None | False | 46504.5 | 0 |