| 1720169600000 | 0 | None | None | Buildings | Construction of toilets for handicap at govt lower primary school in sathagalli at Rammanahalli Town. | 261123.62 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3458708 | 123189 | None | Code 1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 (I.No.1.4.1 P.No. 5 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP Vol.-1) | Cum | 249.26 | 249.26 | 8.208 | False | None | None | False | None | False | 2045.92608 | 0 | | 3458709 | 123189 | None | Code 2 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (I.No. 2.1.2 P.No.15 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-1 | Cum | 5833.92 | 5833.92 | 1.3635 | False | None | None | False | None | False | 7954.54992 | 0 | | 3458710 | 123189 | None | Code 3 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (I.No. 5.4, P.No.9 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-2 | Cum | 6580.67 | 6580.67 | 5.18 | False | None | None | False | None | False | 34087.8706 | 0 | | 3458711 | 123189 | None | Code 4 | 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. (I.No.1.9 P.No.7 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-1 | Cum | 273.98 | 273.98 | 2.646 | False | None | None | False | None | False | 724.95108 | 0 | | 3458712 | 123189 | None | Code 5 | Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M20 Grade (I.No.2.10(b) P.No.18 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP Vol-1 ) | Cum | 10056.1 | 10056.1 | 0.65 | False | None | None | False | None | False | 6536.465 | 0 | | 3458713 | 123189 | None | Code 6 | Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M20 Grade (I.No.2.10(b) P.No.18 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP Vol-1 ) | Cum | 9427.59 | 9427.59 | 1.47 | False | None | None | False | None | False | 13858.5573 | 0 | | 3458714 | 123189 | None | Code 7 | Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M20 Grade (I.No.2.10(b) P.No.18 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP Vol-1 ) | Cum | 9113.34 | 9113.34 | 0.22 | False | None | None | False | None | False | 2004.9348 | 0 | | 3458715 | 123189 | None | Code 8 | 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 (I.No. 2.11 P.No.18 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-1 | t | 82705.91 | 82705.91 | 0.23 | False | None | None | False | None | False | 19022.3593 | 0 | | 3458716 | 123189 | None | Code 9 | 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. (I.No 6.32, P.No.17 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-2 | Sqm | 1349.3 | 1349.3 | 18.15 | False | None | None | False | None | False | 24489.795 | 0 | | 3458717 | 123189 | None | Code 10 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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.(I.No 6.33, P.No.17 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-2 | Sqm | 1267.93 | 1267.93 | 4.86 | False | None | None | False | None | False | 6162.1398 | 0 | | 3458718 | 123189 | None | Code 11 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.(si no.8.19.1, P.No.44 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-2 | Sqm | 262.65 | 262.65 | 3.24 | False | None | None | False | None | False | 850.986 | 0 | | 3458719 | 123189 | None | Code 12 | 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-charge. (P.N0.41, I.No.8.1.1 P.W.D. S.R. for the year 2023-24 volume-2) | Sqm | 262.65 | 262.65 | 58.89 | False | None | None | False | None | False | 15467.4585 | 0 | | 3458720 | 123189 | None | Code 13 | 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.
(I.No 11.34B, P.No.86 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-2 | Kg | 188.49 | 188.49 | 4.2525 | False | None | None | False | None | False | 801.553725 | 0 | | 3458721 | 123189 | None | Code 14 | 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 specifications and as per directions of Engineer-in-charge. (P.N0.45, I.No.8.25 P.W.D. S.R. for the year 2023-24 volume-2) | Sqm | 141.11 | 141.11 | 159.3475 | False | None | None | False | None | False | 22485.525725 | 0 | | 3458722 | 123189 | None | Code 15 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. (I.No 8.33.3, P.No.47 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-2 | Sqm | 143.17 | 143.17 | 2.7225 | False | None | None | False | None | False | 389.780325 | 0 | | 3458723 | 123189 | None | Code 16 | 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. (PWD SR Vol-02, 2023-24, Item no. 9.11, Page No.60) | Sqm | 915.67 | 915.67 | 9.45 | False | None | None | False | None | False | 8653.0815 | 0 | | 3458724 | 123189 | None | Code 17 | 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. (PWD SR Vol-02, 2023-24, Item no. 9.39, Page No.65) | Sqm | 1492.47 | 1492.47 | 5.99 | False | None | None | False | None | False | 8939.8953 | 0 | | 3458725 | 123189 | None | Code 18 | Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet 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 75 mm Aluminium hinges. (PWD SR Vol-02, 2023-24, Item no. 12.53, Page No.104) | Sqm | 1635.64 | 1635.64 | 3.78 | False | None | None | False | None | False | 6182.7192 | 0 | | 3458726 | 123189 | None | Code 19 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412.The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per thedirection of the Engineer In charge.(PWD SR Vol-02, 2023-24, Item no. 15.1, Page No.133) | Sqm | 767.35 | 767.35 | 7.29 | False | None | None | False | None | False | 5593.9815 | 0 | | 3458727 | 123189 | None | Code 20 | 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/c fixing the railing with necessary accessories & 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 | Sqm | 581.95 | 581.95 | 31.5 | False | None | None | False | None | False | 18331.425 | 0 | | 3458728 | 123189 | None | Code 21 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & 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. (PWD SR Vol-02, 2023-24, Item no. 14.3.1, Page No.131) | No | 6156.31 | 6156.31 | 1.0 | False | None | None | False | None | False | 6156.31 | 0 | | 3458729 | 123189 | None | Code 22 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. (PWD SR Vol-02, 2023-24, Item no. 14.7A, Page No.133) | No | 4244.63 | 4244.63 | 1.0 | False | None | None | False | None | False | 4244.63 | 0 | | 3458730 | 123189 | None | Code 23 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. (PWD SR Vol-02, 2023-24, Item No.13.55 Page No.127) | No | 7623.03 | 7623.03 | 2.0 | False | None | None | False | None | False | 15246.06 | 0 | | 3458731 | 123189 | None | Code 24 | 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, testingand 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 & 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 32mm dia., 10 kg/sqcm & class 5. (PWD SR Vol-05, 2021-22, Sl no. 1.2, M010B, Page No.134) | m | 65.92 | 65.92 | 25.0 | False | None | None | False | None | False | 1648.0 | 0 | | 3458732 | 123189 | None | Code 25 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: Pipes of SN4, 160mm dia. (PWD SR Vol-05, 2021-22, Sl no. 2.4, M020D, Page No.134) | m | 572.68 | 572.68 | 9.5 | False | None | None | False | None | False | 5440.46 | 0 | | 3458733 | 123189 | None | Code 26 | Electrical work | No | 23804.2 | 23804.2 | 1.0 | False | None | None | False | None | False | 23804.2 | 0 |
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