1708153371000 | 0 | None | None | Construction of new tanks | Work of Construction of 4 ML capacity Ground level reservoir, providing and laying of 450mm dia MS water supply inlet feeder main to GLR from High Grounds service reservoir. Construction of pump house with service station and allied works at football ground, ward no. 60 Sagayapuram, Pulikeshinagara constituency under AEEC-1-2 Sub-Division, EEC division | 221589914.3 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2669566 | 83188 | None | code01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or aunctioned, including removal and disposal of top organinc soil not exceeding 150mm in thickness complete as per specifications. By manual means.
(In area of thorny jungle) | Sqm | 1650.0 | 1650.0 | 7.2 | False | None | None | False | None | False | 11880.0 | 0 | 2669567 | 83188 | None | code02 | 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 Soil Depth upto 3m | Cum | 112.2 | 112.2 | 2197.76 | False | None | None | False | None | False | 246588.672 | 0 | 2669568 | 83188 | None | code03 | 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 ordinary/soft rock without blasting depth exceeding 3 m, but not exceeding 4.5 m | Cum | 509.3 | 509.3 | 680.0 | False | None | None | False | None | False | 346324.0 | 0 | 2669569 | 83188 | None | code04 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work Hard Rock | Cum | 821.21 | 821.21 | 170.0 | False | None | None | False | None | False | 139605.7 | 0 | 2669570 | 83188 | None | code05 | 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 | 292.6 | 292.6 | 915.03 | False | None | None | False | None | False | 267737.778 | 0 | 2669571 | 83188 | None | code06 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (a) (a) Excavated earth of reservoir portion | Cum | 93.5 | 93.5 | 2206.66 | False | None | None | False | None | False | 206322.71 | 0 | 2669572 | 83188 | None | code07 | Disposal upto 20kms | Cum | 13.2 | 13.2 | 606.25 | False | None | None | False | None | False | 8002.5 | 0 | 2669573 | 83188 | None | code08 | CONCRETE AND ALLIED WORKS: 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 | Cum | 6867.3 | 6867.3 | 68.65 | False | None | None | False | None | False | 471440.145 | 0 | 2669574 | 83188 | None | code09 | 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; Plinth Protection | Cum | 6587.9 | 6587.9 | 44.58 | False | None | None | False | None | False | 293688.582 | 0 | 2669575 | 83188 | None | code10 | Providing and laying plum concrete with the cement concrete 1:3:6 (having coarse aggregate of 40% of 40mm, 40% of 20mm and 20% of 12mm and downgraded) having maximum 70% boulders for filling/levelling and site grading as mentioned in the drawing with necessary compaction, form work, scaffolding and curing etc., at levels complete and boulders of uniform average size 200mm.The percenetage of aggregate size for PCC shall be revised based on trail mix approved by Engineer incharge. - GLR portion | Cum | 2730.2 | 2730.2 | 91.0 | False | None | None | False | None | False | 248448.2 | 0 | 2669576 | 83188 | None | code11 | REINFORCED CEMENT CONCRETE: 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates; Base Raft , Wall footing, Upper Tier - Base Slab | Cum | 7148.9 | 7148.9 | 678.0 | False | None | None | False | None | False | 4846954.2 | 0 | 2669577 | 83188 | None | code12 | Lift Charges | Cum | 857.86 | 857.86 | 210.0 | False | None | None | False | None | False | 180150.6 | 0 | 2669578 | 83188 | None | code13 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates; Reservoir Outer wall - (Lower & Upper compartment) | Cum | 7265.5 | 7265.5 | 1446.7944 | False | None | None | False | None | False | 10511684.7132 | 0 | 2669579 | 83188 | None | code14 | Lift Charges | Cum | 871.86 | 871.86 | 216.0 | False | None | None | False | None | False | 188321.76 | 0 | 2669580 | 83188 | None | code15 | 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates; Columns (Lower & Upper compartment) | Cum | 7707.7 | 7707.7 | 287.77 | False | None | None | False | None | False | 2218044.829 | 0 | 2669581 | 83188 | None | code16 | Lift Charges | Cum | 924.92 | 924.92 | 64.206 | False | None | None | False | None | False | 59385.41352 | 0 | 2669582 | 83188 | None | code17 | Formwork revised as per Corrigendum-3; Earth retaining Structures-Base slab @10% | Sqm | 714.89 | 714.89 | 814.0 | False | None | None | False | None | False | 581920.46 | 0 | 2669583 | 83188 | None | code18 | Earth retaining Structures-walls@10% | Sqm | 726.55 | 726.55 | 824.96 | False | None | None | False | None | False | 599374.688 | 0 | 2669584 | 83188 | None | code19 | Earth retaining Structures-Column & Beams@10% | Sqm | 770.77 | 770.77 | 732.25 | False | None | None | False | None | False | 564396.3325 | 0 | 2669585 | 83188 | None | code20 | Lift Charges | Sqm | 77.07 | 77.07 | 1526.67 | False | None | None | False | None | False | 117660.4569 | 0 | 2669586 | 83188 | None | code21 | REINFORCEMENT STEEL: Providing CRS bars of Fe500 grade steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, including binding wire of 18 gauge and anchoring to the adjoining members wherever necessary complete as per design (laps and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications.
(For structures in contact with water); For Reservoir -130kg/m3 of concrete | t | 98402.7 | 98402.7 | 301.0 | False | None | None | False | None | False | 29619212.7 | 0 | 2669587 | 83188 | None | code22 | Lift Charges | t | 11808.3 | 11808.3 | 30.55 | False | None | None | False | None | False | 360743.565 | 0 | 2669588 | 83188 | None | code23 | CONCRETE BLOCK WALL: Providing and constructing precast concrete solid blocks with compressive strength not less than 35kg. per sqm with cement mortar 1:4 masonry (quoin, Jamb, closer blocks) with solid concrete blocks of size 40X20X20 cms conforming to IS.2185/ 1965 in superstructure including cost of materials, labour charges, double scaffolding, curing complete as per specifications; For Parapet at Top slab & Head room | Sqm | 1414.8 | 1414.8 | 75.24 | False | None | None | False | None | False | 106449.552 | 0 | 2669589 | 83188 | None | code24 | Providing plastering to masonry including providing and removing double scaffolding rounding of all corners whenever required smooth rendering curing etc., complete as per specifications with burnt brick masonry plain plastering 20mm thick in CM 1:4 (external) | Sqm | 382.32 | 382.32 | 150.48 | False | None | None | False | None | False | 57531.5136 | 0 | 2669590 | 83188 | None | code25 | FINISHING WORKS: Providing and appying integral crystalline slurry of hydropholic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewage, effluent and water treatment plants, overhead tanks etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i., by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto width of 0.5mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage.
For horizontal and vertical surfaces in two coats @ 0.7kg per sqm per coat.; Reservoir floor, Columns, Wall (Lower & Upper compartment) | Sqm | 513.0 | 513.0 | 3257.6 | False | None | None | False | None | False | 1671148.8 | 0 | 2669591 | 83188 | None | code26 | Providing and finishing external walls in two coats with waterproof cement paint with primer of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. Reservoir wall, Head Room, Staircase (Outside) | Sqm | 96.12 | 96.12 | 3064.0 | False | None | None | False | None | False | 294511.68 | 0 | 2669592 | 83188 | None | code27 | Providing and laying in position Yelankha tiles of size 250x250mm of approved quality and make, over a bed of cement mortar 1:3 an average thickness 25mm over weather proof course and pointed with cement mortar 1:3 with red oxide inclding curing cost of materials, labour, complete as per specifications. | Sqm | 868.32 | 868.32 | 300.0 | False | None | None | False | None | False | 260496.0 | 0 | 2669593 | 83188 | None | code28 | 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 the direction of the Engineer In charge | Sqm | 882.36 | 882.36 | 277.77 | False | None | None | False | None | False | 245093.1372 | 0 | 2669594 | 83188 | None | code29 | Providing and fixing FRP ventilators to staircase head room as per approved design | Sqm | 3000.0 | 3000.0 | 3.6 | False | None | None | False | None | False | 10800.0 | 0 | 2669595 | 83188 | None | code30 | Conducting the satisfactory Hydrotest for reservoirs, when the water is filled up to maximum level as per IS Specifications.The reservoir will be observed for 7 days and Total allowable drop in water level is 40mm for 7 days. During the hydrotest all the external surfaces will also to be observed for wetness and dampness. If any, has to be restified by the contractor will special treatements required wtihour any cost. The cost of the portable water and making all other arrangements/ observation facitlity for satisfactory hydrostest is in the scope of the work | Million Litres Per day | 76320.0 | 76320.0 | 4.0 | False | None | None | False | None | False | 305280.0 | 0 | 2669596 | 83188 | None | code31 | Providing, fabricating, assembling and fixing in position anodized aluminium doors using following aluminium mat finished or glossy finishes, outer frame plain section 101.6X44.55 m thickness 3.18mm, section weight 2.404 kg/m, door shutter vertical section 44.62X44.55 mm thickened 3.18mm section weight 1.505 kg/m, top section 47.62x44.45mm thickness 3.00mm, section weight 1.426 kg/m bottom section 114.3x44.45 thickness 3.18mm section weight 2.646 kg/m etc with approved quality of fixtures with all lead and lift. | Sqm | 6696.0 | 6696.0 | 1.0 | False | None | None | False | None | False | 6696.0 | 0 | 2669597 | 83188 | None | code32 | Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints etc., complete with all leads and lifts; At Raft Construction Joint | m | 502.2 | 502.2 | 840.0 | False | None | None | False | None | False | 421848.0 | 0 | 2669598 | 83188 | None | code33 | Electronic level indicator ( works includes providing necessary wiring, control units, display units and installation and commissioning) The contractor has to arrange for power supply from nearest source inside BWSSB premises | No | 95000.0 | 95000.0 | 1.0 | False | None | None | False | None | False | 95000.0 | 0 | 2669599 | 83188 | None | code34 | Providing and fixing M.S. Hand railing for Balcony with 50mm dia. M.S. hollow pipe of 14 gauge, welded to 20mmx20mm M.S. square rod placed vertically, spaced at 100mm at regular intervals of 600mm. These vertical rods laterally tied to 3 horizontal rods spaced at equal interval. These assembly is fixed to concrete by using expansion bolts and welding the same to reinforcement bars and making good the surface. All the joints and sections hould be cut to length, welded and grinded wherever necessary etc., complete . The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, etc., complete as per specification and drawing.; For Top slab & Staircase | m | 2857.68 | 2857.68 | 226.8 | False | None | None | False | None | False | 648121.824 | 0 | 2669600 | 83188 | None | code35 | Providing and fixing on wall surface 6.0 kg/sq.cm PVC rain down water pipes 110mm outer dia. approved make and brand with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, complete as per specifications. | m | 255.96 | 255.96 | 170.0 | False | None | None | False | None | False | 43513.2 | 0 | 2669601 | 83188 | None | code36 | Supplying and fixing lightening arrestor of aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip is to be embeded in one of the columns in an independent GI conduit of 40 mm dia pipe suitably jointed by collars with all specials with all lead and lifts etc., complete.
For tanks above 12 Mtr. upto 15 Mtr. Staging | No | 16532.04 | 16532.04 | 1.0 | False | None | None | False | None | False | 16532.04 | 0 | 2669602 | 83188 | None | code37 | Construction of coverd drain 0.3m x 0.45m (inside dimensions) with RCC M20 grade 10cm thick for walls and floor, laid over 10cm thick 1:3:6 PCC bed and covered with M30 grade RCC slab 0f 15cm thick excluding earth work including reinforcement @ 35 kg/rmt and form work complete as per specifications. | m | 2094.3 | 2094.3 | 129.0 | False | None | None | False | None | False | 270164.7 | 0 | 2669603 | 83188 | None | code38 | RCC: Providing and laying in position Reinforced cement concrete of design mix M25 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. (The cost of steel reinforcement & formwork to be paid separately) | Cum | 6969.6 | 6969.6 | 17.0 | False | None | None | False | None | False | 118483.2 | 0 | 2669604 | 83188 | None | code39 | Providing and laying in position Reinforced cement concrete of design mix M 25 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) | Cum | 7527.3 | 7527.3 | 62.0 | False | None | None | False | None | False | 466692.6 | 0 | 2669605 | 83188 | None | code40 | Providing and laying in position Reinforced Cement Concrete of nominal mix M15 with 20mm and downsize graded granite metal machine mixed, concrete laid in layers not exceeding 15 cm thick, vibrated for all works in foundation plinth and ground floor levels of roof slabs, staircases, lintels, retaining walls, returning walls, including attached pilasters, columns, piers, abutments, pillars, posts, struts ,buttresses,string or lacing courses parapets, coping bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, finishing,curing, complete as per specifications. | Cum | 7044.4 | 7044.4 | 6.0 | False | None | None | False | None | False | 42266.4 | 0 | 2669606 | 83188 | None | code41 | Beams@ 60% | Sqm | 59041.62 | 59041.62 | 5.0 | False | None | None | False | None | False | 295208.1 | 0 | 2669607 | 83188 | None | code42 | Roof@50% | Sqm | 49201.35 | 49201.35 | 7.0 | False | None | None | False | None | False | 344409.45 | 0 | 2669608 | 83188 | None | code43 | Chejja@45% | Sqm | 3062.4 | 3062.4 | 11.0 | False | None | None | False | None | False | 33686.4 | 0 | 2669609 | 83188 | None | code44 | Reinforcement Steel (CRS Bars): Providing CRS bars of Fe500 grade steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, including binding wire of 18 gauge and anchoring to the adjoining members wherever necessary complete as per design (laps and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications.
(For structures in contact with water) | t | 98402.7 | 98402.7 | 15.44 | False | None | None | False | None | False | 1519337.688 | 0 | 2669610 | 83188 | None | code45 | Concrete Block Wall: Providing and constructing precast concrete solid blocks with compressive strength not less than 35kg. per sqm with cement mortar 1:4 masonry (quoin, Jamb, closer blocks) with solid concrete blocks of size 40X20X20 cms conforming to IS.2185/ 1965 in superstructure including cost of materials, labour charges, double scaffolding, curing complete as per specifications. | Sqm | 1441.0 | 1441.0 | 525.0 | False | None | None | False | None | False | 756525.0 | 0 | 2669611 | 83188 | None | code46 | Plastering: Providing plastering to masonry including providing and removing scaffolding rounding of all corners whenever required, smooth rendering curing etc complete as per specifications with burnt brick masonry plain plastering 12mm thick in CM 1:4 with lime rendering (internal) | Sqm | 343.2 | 343.2 | 854.0 | False | None | None | False | None | False | 293092.8 | 0 | 2669612 | 83188 | None | code47 | Providing plastering to masonry including providing and removing double scaffolding rounding of all corners whenever required smooth rendering curing etc., complete as per specifications with burnt brick masonry plain plastering 20mm thick in CM 1:4 (external) | Sqm | 389.4 | 389.4 | 225.0 | False | None | None | False | None | False | 87615.0 | 0 | 2669613 | 83188 | None | code48 | Painting: Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats 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 | 217.8 | 217.8 | 847.0 | False | None | None | False | None | False | 184476.6 | 0 | 2669614 | 83188 | None | code49 | Providing and finishing external walls in two coats with waterproof cement paint with primer of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. | Sqm | 97.9 | 97.9 | 280.6 | False | None | None | False | None | False | 27470.74 | 0 | 2669615 | 83188 | None | code50 | Flooring: 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 | 880.0 | 880.0 | 52.0 | False | None | None | False | None | False | 45760.0 | 0 | 2669616 | 83188 | None | code51 | Doors: Providing, fabricating, assembling and fixing in position anodized aluminium doors using following aluminium mat finished or glossy finishes, outer frame plain section 101.6X44.55 m thickness 3.18mm, section weight 2.404 kg/m, door shutter vertical section 44.62X44.55 mm thickened 3.18mm section weight 1.505 kg/m, top section 47.62x44.45mm thickness 3.00mm, section weight 1.426 kg/m bottom section 114.3x44.45 thickness 3.18mm section weight 2.646 kg/m etc with approved quality of fixtures with all lead and lift. | Sqm | 6820.0 | 6820.0 | 14.0 | False | None | None | False | None | False | 95480.0 | 0 | 2669617 | 83188 | None | code52 | Windows &Ventilators: Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification. | t | 81084.3 | 81084.3 | 1.8 | False | None | None | False | None | False | 145951.74 | 0 | 2669618 | 83188 | None | code53 | Rolling Shutter: Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2896.3 | 2896.3 | 24.0 | False | None | None | False | None | False | 69511.2 | 0 | 2669619 | 83188 | None | code54 | Water proofing at top of roof: 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 the direction of the Engineer In charge. | Sqm | 898.7 | 898.7 | 67.0 | False | None | None | False | None | False | 60212.9 | 0 | 2669620 | 83188 | None | code55 | Skirting: 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 | 1593.9 | 1593.9 | 18.0 | False | None | None | False | None | False | 28690.2 | 0 | 2669621 | 83188 | None | code56 | Providing and laying 230 mm thick rubble packing in plinth with approved stone, set in regular lines, hand-packed, filling the interstices with approved small stone chips and sand, consolidating by ramming or compacting with heavy roller after watering, including spreading 12 mm layer of stone grit on top, etc., complete for all building works as per drawings, details and specifications.(Below grade slab of buildings and other structures) | Cum | 2816.0 | 2816.0 | 15.0 | False | None | None | False | None | False | 42240.0 | 0 | 2669622 | 83188 | None | code57 | Supply, delivery, transportation, fabrication and erection of all kinds structural steel including Priming coat of self curing inorganic Zinc silicate of minimum 75micron DFT applied over blast cleaned surface to near white metal conforming Sa 2.5 and followed by intermediate coat of Polyamide cured pigmented Titanium Dioxide (TiO2) of minimum 75 micron DFT and followed by a final coat Polyamide cured colour pigmented epoxy based paint of minimum 75 micron DFT and followed by finish final coat of Polyurethane based colour pigmented paint of minimum 30 microns DFT. Includes all materials, labour cost, at all the levels, welding, complete as per manufactures instructions and complete in all respect as per drawings and specifications and Engineer instructions (including hoist crane). | t | 149600.0 | 149600.0 | 0.5 | False | None | None | False | None | False | 74800.0 | 0 | 2669623 | 83188 | None | code58 | Windows &Ventilators: Providing and fixing in position anodizes aluminium windows and ventilators as per approved drawings with sliding shutter using double track window frame of section of size 61.85X31.75 with 1.2mm thick, bottom section weight 0.695 kg/m sides and top sections 1.3mm thick weight 0.659 kg/m and shutter comprising top and bottom section of size 40mm X 18mm, 1.25mm thick 0.417 kg/m, shutter interlock section 40mm x 26.7 mm 1.1 mm thick weight 0.469 kg/m. the shutter mounted on nylon roller with approved quality of fixtures. | Sqm | 4180.0 | 4180.0 | 9.0 | False | None | None | False | None | False | 37620.0 | 0 | 2669624 | 83188 | None | code59 | Providing and laying plain cement concrete of design mix M15 with OPC minimum cement content at 240kgs using 40 mm and down size graded granite metal course aggregates and the fine agregates machine mixed, concrete laid in layers with thickness varying from 150mm to 75mm over 230 mm thick rubble packing with approved stone, set in regular lines, hand-packed, filling the interstices with approved small stone chips and sand, consolidating by ramming or compacting with heavy roller after watering, etc., complete for plinth protection 1m wide as per drawings, details and specifications.
Earth retaining Structures-Base slab @10% | m | 693.99 | 693.99 | 30.92 | False | None | None | False | None | False | 21458.1708 | 0 | 2669625 | 83188 | None | code60 | Providing and laying plain cement concrete of design mix M15 with OPC minimum cement content at 240kgs using 40 mm and down size graded granite metal course aggregates and the fine agregates machine mixed, concrete laid in layers with thickness varying from 150mm to 75mm over 230 mm thick rubble packing with approved stone, set in regular lines, hand-packed, filling the interstices with approved small stone chips and sand, consolidating by ramming or compacting with heavy roller after watering, etc., complete for plinth protection 1m wide as per drawings, details and specifications.
Roof @50% | m | 3402.3 | 3402.3 | 10.44 | False | None | None | False | None | False | 35520.012 | 0 | 2669626 | 83188 | None | code61 | Shalipoxy-CTE is a two component Coal Tar Epoxy coating manufactured by Shalimar Tar Product limited, black in colour, used to protect steel, concrete structures in corrosive environment. It cures to a hard smooth surface and possesses exceptional resistance to the effect of water immersion, slat water, oils, acids, minerals, crude oils etc. or any Suitable coatings/linings mentioned in 10 B. | Sqm | 933.98 | 933.98 | 294.4 | False | None | None | False | None | False | 274963.712 | 0 | 2669627 | 83188 | None | code62 | Supplying and fixing PVC encapsulated CI rungs to shapes and at locations specified in drawings and specifications for Valve chambers | No | 431.85 | 431.85 | 112.0 | False | None | None | False | None | False | 48367.2 | 0 | 2669628 | 83188 | None | code63 | Roads And Drains @ 9354/- per m
(3.5m wide & one side drain) | m | 9354.0 | 9354.0 | 130.0 | False | None | None | False | None | False | 1216020.0 | 0 | 2669629 | 83188 | None | code64 | Compound wall @ 10461/- per m | m | 10461.0 | 10461.0 | 140.0 | False | None | None | False | None | False | 1464540.0 | 0 | 2669630 | 83188 | None | code65 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
(Rate 87/ cum) In all Kinds of Soils.: Depth upto 1.5 Mts. | Cum | 288.2 | 288.2 | 13779.29 | False | None | None | False | None | False | 3971191.378 | 0 | 2669631 | 83188 | None | code66 | 1.5 to 3 Mts. Depth | Cum | 459.8 | 459.8 | 2154.96 | False | None | None | False | None | False | 990850.608 | 0 | 2669632 | 83188 | None | code67 | Ordinary/soft rock (without requiring blasting) : Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
(Rate 156/ cum) (i) Depth upto 1.50 Mts | Cum | 499.4 | 499.4 | 3674.4794 | False | None | None | False | None | False | 1835035.01236 | 0 | 2669633 | 83188 | None | code68 | 1.5 to 3 Mts. Depth Note: Add 5% percum for every additional 1.50m depth or part thereoff beyod 4.50 m depth | Cum | 784.3 | 784.3 | 574.65 | False | None | None | False | None | False | 450697.995 | 0 | 2669634 | 83188 | None | code69 | Hard rock (blasting prohibited): Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. (Rate 156/ cum); (i) Depth upto 1.50 m | Cum | 1115.4 | 1115.4 | 918.62 | False | None | None | False | None | False | 1024628.748 | 0 | 2669635 | 83188 | None | code70 | 1.5 to 3 Mts. Depth Note: Add 5% per cum for every additional 1.50m depth or part thereoff beyod 4.50 m depth | Cum | 1403.6 | 1403.6 | 143.66 | False | None | None | False | None | False | 201641.176 | 0 | 2669636 | 83188 | None | code71 | Providing, erecting and removing casurinapole three tier barricading using poles of 7.5 to 10 cms. dia and 1.5 m height above ground fixed vertically at intervals of 2.0 to 2.5 mtr. c/c and horizontally at 0.5 mtr above ground level, including fixing poles in the ground level for a minimum depth of 0.3mtr. and tied with coir rope firmly including cost and conveyance of all materials, labour, lead and lift charges and complete- (This item is applicable for pipe works of 600mtr dia and above pipes). | m | 58.3 | 58.3 | 3804.0 | False | None | None | False | None | False | 221773.2 | 0 | 2669637 | 83188 | None | code72 | 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 | 176.0 | 176.0 | 9305.15 | False | None | None | False | None | False | 1637706.4 | 0 | 2669638 | 83188 | None | code73 | Spreading of Stone Dust : Supplying and providing stone dust in the station yard or wherever required including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer-in-charge of works as per the standard procedure. | Cum | 1840.3 | 1840.3 | 3679.89 | False | None | None | False | None | False | 6772101.567 | 0 | 2669639 | 83188 | None | code74 | Cutting of Road surface for cable trenches and disposing of the excavated earth, as directed including Barricading, Danger Lighting then Refilling the Cable Trenches. (a) Asphalt Road | Cum | 589.6 | 589.6 | 3741.2 | False | None | None | False | None | False | 2205811.52 | 0 | 2669640 | 83188 | None | code75 | Cement Concrete Road | Cum | 1185.8 | 1185.8 | 735.98 | False | None | None | False | None | False | 872725.084 | 0 | 2669641 | 83188 | None | code76 | Disposing off the excess Excavated Earth of all types by vehicle including loading,unloading, with all lifts,labour,HOM of machinary etc. complete; Distance 4 to 5 km | Cum | 145.2 | 145.2 | 7840.8 | False | None | None | False | None | False | 1138484.16 | 0 | 2669642 | 83188 | None | code77 | Road Restoration Works for Pipeline: Bituminous / Asphalt Road - Construction of Subgrade and Earthen Shoulders. 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
MORT&H:IRC Specification No.305 | Cum | 542.3 | 542.3 | 221.6 | False | None | None | False | None | False | 120173.68 | 0 | 2669643 | 83188 | None | code78 | Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Paver in sub base / base course on well prepared surface and compacting with vibratary roller to achieve the desired density.
MORT&H:IRC Specification No.406 | Cum | 3561.8 | 3561.8 | 221.6 | False | None | None | False | None | False | 789294.88 | 0 | 2669644 | 83188 | None | code79 | Granular Sub-Base. 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
MORT&H:IRC Specification No.401. For Grading II Material | Cum | 2816.0 | 2816.0 | 221.6 | False | None | None | False | None | False | 624025.6 | 0 | 2669645 | 83188 | None | code80 | Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
MORT&H:IRC Specification No.406 | Cum | 2814.9 | 2814.9 | 2207.93 | False | None | None | False | None | False | 6215102.157 | 0 | 2669646 | 83188 | None | code81 | Tack coat on Granular surface treated with primer. Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.25 kg/m2 on
Granular Surface.
MORT&H:IRC Specification No.503 (ii) | Sqm | 15.4 | 15.4 | 9813.0416 | False | None | None | False | None | False | 151120.84064 | 0 | 2669647 | 83188 | None | code82 | Bituminous Macadam Grading - II for traffic 20 MSA. Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
MORT&H:IRC Specification No.504 (ii) C | Cum | 8427.1 | 8427.1 | 490.65 | False | None | None | False | None | False | 4134756.615 | 0 | 2669648 | 83188 | None | code83 | Bituminous Concrete Grading I for traffic 20 MSA. Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.
MORT&H:IRC Specification No.507C | Cum | 11688.6 | 11688.6 | 490.65 | False | None | None | False | None | False | 5735011.59 | 0 | 2669649 | 83188 | None | code84 | For Cement Concrete (CC) Road: 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 | 6587.9 | 6587.9 | 367.98 | False | None | None | False | None | False | 2424215.442 | 0 | 2669650 | 83188 | None | code85 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6915.7 | 6915.7 | 417.98 | False | None | None | False | None | False | 2890624.286 | 0 | 2669651 | 83188 | None | code86 | Additionalities for Formwork, Centering & Scaffolding: Foundation, Sub structure of Cross drainages | Cum | 345.78 | 345.78 | 10.0 | False | None | None | False | None | False | 3457.8 | 0 | 2669652 | 83188 | None | code87 | Steel Fabrication - For Thrust Blocks & Anchor Blocks
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 (i) Bedding & Allied Works | t | 99011.0 | 99011.0 | 1.2 | False | None | None | False | None | False | 118813.2 | 0 | 2669653 | 83188 | None | code88 | Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: 100mm dia pipe | m | 1606.0 | 1606.0 | 1000.0 | False | None | None | False | None | False | 1606000.0 | 0 | 2669654 | 83188 | None | code89 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing).
Note: a) No Negative tolerance in respect of thickness is pemissible.
b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT
c) The pipe costs are FOR destination anywhere in Karnataka (i) Pipe of 219mm dia - 5.6mm thick | m | 4439.6 | 4439.6 | 1500.0 | False | None | None | False | None | False | 6659400.0 | 0 | 2669655 | 83188 | None | code90 | Pipe of 323.9mm dia - 6.0mm thick | m | 6904.7 | 6904.7 | 5180.0 | False | None | None | False | None | False | 35766346.0 | 0 | 2669656 | 83188 | None | code91 | Pipe of 457mm dia - 6.4mm thick | m | 10213.5 | 10213.5 | 5000.0 | False | None | None | False | None | False | 51067500.0 | 0 | 2669657 | 83188 | None | code92 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with Each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing for: Note: 1) For small works where the C.M. lining is not practicable for inside surface of the pipe, food grade expoxy painting of two coat over one coat of epoxy primer may be proposed and got approved. 2) The above rates are applicable only for pipe works etc. complete Pipe bends,branches, tail pieces, reducers etc. for upto 500mm dia pipes | Kg | 187.0 | 187.0 | 17520.0 | False | None | None | False | None | False | 3276240.0 | 0 | 2669658 | 83188 | None | code93 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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 & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS 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.) (i) For Sluice Valve of PN - 16 and 100 mm | No | 13701.6 | 13701.6 | 20.0 | False | None | None | False | None | False | 274032.0 | 0 | 2669659 | 83188 | None | code94 | For Sluice Valve of PN - 16 and 150 mm | No | 23265.0 | 23265.0 | 8.0 | False | None | None | False | None | False | 186120.0 | 0 | 2669660 | 83188 | None | code95 | For Sluice Valve of PN - 16 and 200 mm | No | 36339.6 | 36339.6 | 5.0 | False | None | None | False | None | False | 181698.0 | 0 | 2669661 | 83188 | None | code96 | For Sluice Valve of PN - 16 and 300 mm | No | 77488.4 | 77488.4 | 11.0 | False | None | None | False | None | False | 852372.4 | 0 | 2669662 | 83188 | None | code97 | For Sluice Valve of PN - 16 and 450 mm | No | 245128.4 | 245128.4 | 3.0 | False | None | None | False | None | False | 735385.2 | 0 | 2669663 | 83188 | None | code98 | Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. (i) For TP Air Valves of PN - 16 and 100 mm | No | 40786.9 | 40786.9 | 7.0 | False | None | None | False | None | False | 285508.3 | 0 | 2669664 | 83188 | None | code99 | Pipelines, Specials and Appurtenances: Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/
SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). (a) 457 mm outer diameter with 6.4 mm shell thickness Overflow Pipe of GLR | m | 9285.0 | 9285.0 | 80.0 | False | None | None | False | None | False | 742800.0 | 0 | 2669665 | 83188 | None | code100 | 813 mm diameter with 7.9 mm shell thickness inlet and outlet pipes | m | 19628.0 | 19628.0 | 20.0 | False | None | None | False | None | False | 392560.0 | 0 | 2669666 | 83188 | None | code101 | 323.9 mm outer diameter with 6.4 mm shell thickness Scour pipes | m | 6576.0 | 6576.0 | 22.0 | False | None | None | False | None | False | 144672.0 | 0 | 2669667 | 83188 | None | code102 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with Each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer.(Contractor will make his own arrangements for procuring water for testing for: Note: 1) For small works where the C.M. lining is not practicable for inside surface of the pipe, food grade expoxy painting of two coat over one coat of epoxy primer may be proposed and got approved. 2) The above rates are applicable only for pipe works etc. complete | Kg | 170.0 | 170.0 | 3500.0 | False | None | None | False | None | False | 595000.0 | 0 | 2669668 | 83188 | None | code103 | Providing and fixing of DI Double flanged double eccentrically disc, Resilent seated Manually Operated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) - (INLET) 450 mm dia PN 16 for 450 mm ID | No | 146135.0 | 146135.0 | 4.0 | False | None | None | False | None | False | 584540.0 | 0 | 2669669 | 83188 | None | code104 | Providing and fixing (Scour Purpose) DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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 & nuts and rubber insertions etc. but excluding earth work. For PN-16: (Note: TP set should be considered only for DI pipes estimate. For MS 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.) etc. complete (a) 300 mm dia. PN 16 size scour valves for GLR | No | 70444.0 | 70444.0 | 2.0 | False | None | None | False | None | False | 140888.0 | 0 | 2669670 | 83188 | None | code105 | Manufacture, Supply and Delivery of M.S. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding all taxes.450 mm dia. PN 16 | No | 74325.0 | 74325.0 | 4.0 | False | None | None | False | None | False | 297300.0 | 0 | 2669671 | 83188 | None | code106 | Mechanical Equipment: Providing, Erecting commissioning & giving test and trial including one year supervision of the system in day shift (General shift) and one year free maintenance of fully automatic gas chlorination system confirmation to all applicable NEC and Compressed Gas Associations recommendations and comprising of following. Automatic Vacuum operated Chlorinator unit of capacity as mentioned below with Actuator rotameter, injector, vacuum tubing special PVC Piping for Chlorine solution & suitable booster pumps(1W+1S) with GI piping valves, fittings etc. Automatic Switchover type vacuum regulators(2 nos.) installed on tonners with suitable mounting & showing tonner status indication as standby, empty & in use. Auto Control Panel of suitable capacity ,wall mounted industrial type with voltmeter, ammeter, starter MCB indicating lamps having automatic operation. Microprocessor based Multi functional controller with digital & graphical display.Online residual Chlorine Analyser without need of reagent utilizing unique, internally buffered sensor. Gas leak & temperature detection two channel measuring system designed for gas and temperature monitoring in up to two rooms with necessary wiring & battery backup cum voltage stabilizer system of suitable capacity with batteries. Preventing maintenance kit for injector, Rotameter & Vacuum regulator. 4 Kg/hr | Set | 1999199.0 | 1999199.0 | 2.0 | False | None | None | False | None | False | 3998398.0 | 0 | 2669672 | 83188 | None | code107 | Supplying,Testing, Installation & Commissioing of Chlorine gas Filled Chlorine Tonners of 900 Kgs with all allied works complete as per Bid specification. | No | 117612.0 | 117612.0 | 2.0 | False | None | None | False | None | False | 235224.0 | 0 | 2669673 | 83188 | None | code108 | Supply,Installation and commissioning of Chain Pulley Block with Trolley arrangement as per IS 3938 of 3 Ton Capacity with a height/lift of 10 m for lifting and lowering of Pumps from GLR and lowering to the FGL during maintenance. | No | 80975.0 | 80975.0 | 1.0 | False | None | None | False | None | False | 80975.0 | 0 | 2669674 | 83188 | None | code109 | Supply, Installation,Testing of Heavy Duty Exhaust Fans with bracket blades and Bird cowl arrangement Group "A" Dia = 15" sweep(450 mm) with 900 RPM 415V,3 Ph, 50Hz,AC supply to provide 10 air changes per hour | No | 3673.73 | 3673.73 | 3.0 | False | None | None | False | None | False | 11021.19 | 0 | 2669675 | 83188 | None | code110 | Mechanical Equipment Pump with piping and valves Supply, installation, testing & commissioning of horizontal split casing centrifugal pump motor set of specified duty parameters & guaranteed efficiency of following MOC with specified capacity, horizontal foot mounted TEFC squirrel cage induction motor (with minimum IE3 efficiency class), working on three phase AC supply with 50 Hz 3%, 415 V10%, rated speed 1450 RPM along with fabricated MS base frame, coupling, coupling guard, foundation bolts etc. as per relevant IS. M.O.C.: Impeller & Wearing Rings: Bronze LTB II IS: 318, Casing: CI FG 260 IS: 210 , Shaft: SS 410, Shaft Sleeve: Bronze LTB II IS: 318 or SS 410, Mechanical Seal (Above 40 kW), Base Frame: MS. (a) 350 cu.m/hr capacity at 22 m Shut off head: Min 120 of the specified head.2.The pumps including working pumps and standby pumps shall be automatically operated in sequence such that no pump shall run continuously for longer duration. This shall be achieved through a control system.3. The duty condition of the pump should be to the left of the best efficiency point and closer to best efficiency point. 4. Minimum guaranteed efficiency of HSC Pumpsets shall be 75 without negative tolerance. 6. The pump is required to work at an altitude of 900.0 m above MSL and at a maximum ambient temperature of 50 degree Centigrade.7. One working pumps in parallel combination should be able to deliver minimum of 8.4 MLD at the rated head.8. Motor shall be of Voltage - 415 +or- 10%,Frequency - 50 +or- 5%, Comined Variation + or - 10%, Pump Monitoring Unit should be supplied alongwith the Pumps and the same shall be incorporated in the Control Panel. | No | 328240.0 | 328240.0 | 2.0 | False | None | None | False | None | False | 656480.0 | 0 | 2669676 | 83188 | None | code111 | Supply and fixing of Ductile Iron double flanged swing check valves with slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear resistant seal faces with nickel overlay micro-finished with body and disc in Ductile Iron of minimum grade GGG-40, shaft of stainless steel and bearings of zinc free bronze and surfcae protection with epoxy liquid of GSK quality. (a) 250 mm PN 1.6 on individual delivery side | No | 86905.0 | 86905.0 | 2.0 | False | None | None | False | None | False | 173810.0 | 0 | 2669677 | 83188 | None | code112 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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 & nuts and rubber insertions etc. but excluding earth work. For PN-16:
(Note: TP set should be considered only for DI pipes estimate. For MS 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.) etc. complete 250 mm PN 1.6 on individual delivery side | No | 51727.0 | 51727.0 | 3.0 | False | None | None | False | None | False | 155181.0 | 0 | 2669678 | 83188 | None | code113 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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 & nuts and rubber insertions etc. but excluding earth work. For PN-16:
(Note: TP set should be considered only for DI pipes estimate. For MS 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.) etc. complete 300 mm PN 1.6 on individual delivery side | No | 70444.0 | 70444.0 | 2.0 | False | None | None | False | None | False | 140888.0 | 0 | 2669679 | 83188 | None | code114 | Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA standards of overall length of minimum 300 mm, designed for 15 mm axial compression and 5 mm axial extension with tie rods etc. (a) 250 mm PN 1.6 on individual delivery side | No | 8192.0 | 8192.0 | 3.0 | False | None | None | False | None | False | 24576.0 | 0 | 2669680 | 83188 | None | code115 | 300 mm PN 1.6 on individual Suction side | No | 10800.0 | 10800.0 | 2.0 | False | None | None | False | None | False | 21600.0 | 0 | 2669681 | 83188 | None | code116 | MS fabricated supports & chequered plates for pipeline,Ladder & I-girder for hoist,platforms for valve and pump operation & maintainence and other Equipments | Kg | 139.4 | 139.4 | 2000.0 | False | None | None | False | None | False | 278800.0 | 0 | 2669682 | 83188 | None | code117 | Manufacturing, providing, transnporting, rolling, lowering, laying & Jointing, testing, commissioning of Spirally/Longitudinal welded MS pipes (Fe-410 grade) conforming to IS 3589-2001 including perfect linking,welding of joints and Flange Joints to correct position including cost and conveyance of pipes and materials with all lead and lifts, cost of all labour and giving satisfactory hydraulic test as per IS 3589 - 2001 for test pressure and working pressure both at factory and site etc., complete as per detailed specifications with Internal food grade epoxy coating 406 microns of approved make & External food grade epoxy coating 406 microns/Coal Tar Enamel Coating & Wrapping, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. The Rates are including rubber insertion or any equivalent to the required specifications with MS Bolts and nuts for Flange Joints complete (Contractor will make his own arrangement for procuring water for testing). The rates are inclusive of all taxes and duties. (a) 406 mm with 7.9 mm thk on Common delivery Header | m | 12792.0 | 12792.0 | 20.0 | False | None | None | False | None | False | 255840.0 | 0 | 2669683 | 83188 | None | code118 | 323.9 mm with 7.9 mm thk on individual delivery side of each pump | m | 10334.0 | 10334.0 | 12.0 | False | None | None | False | None | False | 124008.0 | 0 | 2669684 | 83188 | None | code119 | 273.1 mm with 7.8 mm thk on individual delivery side of each pump | m | 8610.0 | 8610.0 | 30.0 | False | None | None | False | None | False | 258300.0 | 0 | 2669685 | 83188 | None | code120 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with Each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing for: Note: 1) For small works where the C.M. lining is not practicable for inside surface of the pipe, food grade expoxy painting of two coat over one coat of epoxy primer may be proposed and got approved. 2) The above rates are applicable only for pipe works etc. complete
upto & inclusive of 500mm dia of pipe | Kg | 170.0 | 170.0 | 1500.0 | False | None | None | False | None | False | 255000.0 | 0 | 2669686 | 83188 | None | code121 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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 & nuts and rubber insertions etc. but excluding earth work. For PN-16:
(Note: TP set should be considered only for DI pipes estimate. For MS 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.) etc. complete (a) 100 mm PN 1.6 on Common header for Kinetic Air relief valve isolation arrangement | No | 12456.0 | 12456.0 | 1.0 | False | None | None | False | None | False | 12456.0 | 0 | 2669687 | 83188 | None | code122 | Supply,installation,testing & Commissioning of Tamper Proof Triple Function Single/Double chamber Kinetic Air Valve MOC: Body & Top Cover:Ductile Iron Gr. GGG40/ GGG-50, Float/Balls: SS 304,Cover Bolts: SS316, Gaskets & Seals:EPDM with Epoxy powder coating (EP-P) shall be provided inside and outside with colour blue RAL 5005 Flange Ends.All the valves should be with Electro static power coating both inside and outside with pocket less body passagewith all necessary mounting stub mating flanges,bolts & Gaskets, cost of necessary mating flanges,bolts & Gaskets shall be inclusive(1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation.) (a) 100 mm PN 1.6 on Pumping main for Air release valve arrangement | No | 37079.0 | 37079.0 | 1.0 | False | None | None | False | None | False | 37079.0 | 0 | 2669688 | 83188 | None | code123 | Supply,Installation and commissioning of Chain Pulley Block with Trolley arrangement as per IS 3938 of 2 Ton Capacity with a height/lift of 10 m for lifting and lowering of Pumps from GLR and lowering to the FGL during maintenance. | No | 63711.0 | 63711.0 | 1.0 | False | None | None | False | None | False | 63711.0 | 0 | 2669689 | 83188 | None | code124 | Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete (a) 5M Depth | No | 8829.0 | 8829.0 | 2.0 | False | None | None | False | None | False | 17658.0 | 0 | 2669690 | 83188 | None | code125 | 8.5M Depth | No | 14674.0 | 14674.0 | 2.0 | False | None | None | False | None | False | 29348.0 | 0 | 2669691 | 83188 | None | code126 | Supply, Installation,Testing of Heavy Duty Exhaust Fans with bracket blades and Bird cowl arrangement Group "A" Dia = 15" sweep(450 mm) with 1440 RPM 230V,50Hz,AC supply to provide 10 air changes per hour | No | 3673.73 | 3673.73 | 2.0 | False | None | None | False | None | False | 7347.46 | 0 | 2669692 | 83188 | None | code127 | Supplying of MS Bolts, nuts and Washers for all the Flange joints for all above listed locations | Kg | 75.42 | 75.42 | 300.0 | False | None | None | False | None | False | 22626.0 | 0 | 2669693 | 83188 | None | code128 | Supplying of Champion gaskets (Rubber Insertions) for all the Flange joints for all above listed locations (3 Ply RI Sheet) | Kg | 102.0 | 102.0 | 500.0 | False | None | None | False | None | False | 51000.0 | 0 | 2669694 | 83188 | None | code129 | Supply, Erection, Testing and Commissioning of 415V (Low Voltage) Switchgear Panel with necessary accessories with complete.: General Notes:
Moulded Case Circuit Breaker (MCCB) shall be complete with necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. (a) 200A Chenge Over Switch | No | 15249.0 | 15249.0 | 1.0 | False | None | None | False | None | False | 15249.0 | 0 | 2669695 | 83188 | None | code130 | I/C: 200A, 4 Pole MCCB | No | 17301.0 | 17301.0 | 1.0 | False | None | None | False | None | False | 17301.0 | 0 | 2669696 | 83188 | None | code131 | O/G: 125A MCCB (TPN) - HSC Pumps | No | 10341.0 | 10341.0 | 2.0 | False | None | None | False | None | False | 20682.0 | 0 | 2669697 | 83188 | None | code132 | O/G: 63A MCCB (TPN) - APFC panel | No | 4298.0 | 4298.0 | 1.0 | False | None | None | False | None | False | 4298.0 | 0 | 2669698 | 83188 | None | code133 | O/G: 32A MCCB (TPN) Indoor Lighting DB, Power DB, Street Lighting DB, 3 Phase Plug + Socket | No | 2963.0 | 2963.0 | 9.0 | False | None | None | False | None | False | 26667.0 | 0 | 2669699 | 83188 | None | code134 | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. | No | 562.0 | 562.0 | 27.0 | False | None | None | False | None | False | 15174.0 | 0 | 2669700 | 83188 | None | code135 | Supplying multifunction meter digital three line back light LCD type display of voltage, current, frequency power, power factor kVA, kWH, kVaR suitable for 3 Phase 4 wire LT network with IP 54 degree of protection and completely wired as required. | No | 9315.0 | 9315.0 | 1.0 | False | None | None | False | None | False | 9315.0 | 0 | 2669701 | 83188 | None | code136 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220V, AC 50 Hz | No | 515.0 | 515.0 | 49.0 | False | None | None | False | None | False | 25235.0 | 0 | 2669702 | 83188 | None | code137 | Supply and erecting hooters with CRCA enclosure complete as per specification No. FF-FAAS/HTR | No | 629.0 | 629.0 | 1.0 | False | None | None | False | None | False | 629.0 | 0 | 2669703 | 83188 | None | code138 | Supplying 250A, 4 x 30 x 10 mm Aluminium Strips rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete | No | 3435.0 | 3435.0 | 12.0 | False | None | None | False | None | False | 41220.0 | 0 | 2669704 | 83188 | None | code139 | Cost towards the fabrication, other fittings and labour (35% cost of MCCB/ACB/ MCB) | No | 24640.0 | 24640.0 | 1.0 | False | None | None | False | None | False | 24640.0 | 0 | 2669705 | 83188 | None | code140 | O/G: 16A MCB (TPN) | No | 692.0 | 692.0 | 12.0 | False | None | None | False | None | False | 8304.0 | 0 | 2669706 | 83188 | None | code141 | Supplying 100A, 4 x 30 x 6 mm Aluminium Strips rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete | m | 2465.0 | 2465.0 | 3.0 | False | None | None | False | None | False | 7395.0 | 0 | 2669707 | 83188 | None | code142 | Cost towards the fabrication, other fittings and labour (35% cost of MCCB/ACB/ MCB) | No | 3943.45 | 3943.45 | 1.0 | False | None | None | False | None | False | 3943.45 | 0 | 2669708 | 83188 | None | code143 | Supply, Erection, Testing and Commissioning of 415V Street Lighting DB with necessary accessories with complete. Supplying and fixing regular MCCB distribution Panel confirming to IS/IEC 61439 - 3 and IK09 tested as per IS/IEC 62262 with minimum IP43 protection provided with Polyurethane (PUR) gasket, with suitable earthing system, on wall/wood board/flush mounting using required cl A , bolts, nuts, etc., with provision for fixing of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440V 3phase 4 wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCB's as outgoings confirming to IS/IEC 60898 - 2.
8-Way DB | No | 12605.0 | 12605.0 | 2.0 | False | None | None | False | None | False | 25210.0 | 0 | 2669709 | 83188 | None | code144 | Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers | No | 10741.0 | 10741.0 | 1.0 | False | None | None | False | None | False | 10741.0 | 0 | 2669710 | 83188 | None | code145 | 10A, TPN, MCB (Outgoings) | No | 228.0 | 228.0 | 11.0 | False | None | None | False | None | False | 2508.0 | 0 | 2669711 | 83188 | None | code146 | Cost towards the fabrication, other fittings and labour (35% cost of MCCB/ACB/ MCB) | No | 1276.0 | 1276.0 | 1.0 | False | None | None | False | None | False | 1276.0 | 0 | 2669712 | 83188 | None | code147 | 415V APFC Panel: Supply and erecting 415V, 15kVAR 3phase, 50HZ. Capacitor duty contactor with delachting mechanism microprocessor APFC controller with MPP/APP type capciotr with 520V and having min. o/c capacity of 1.8In, peak inrush current capacity 300In and min. life 150000 hrs. with consisting of suitale steps with detunned filter, 7% reactors with main incomer breke and MCCB for branch protection | No | 8025.0 | 8025.0 | 1.0 | False | None | None | False | None | False | 8025.0 | 0 | 2669713 | 83188 | None | code148 | Supplying, fixing and wiring Automatic Power Factor controller circuit unit fully, static units controlled by 14 stage microprocessor operation, relays LED display, self programming function for power stages and operating logic checking facility for healthy and efficient of each individual capacitor bank, measurement of network harmonics with indication when limit values are exceeded, Comprehensive displays with large, three phase LED display, Long term memory for settings, protection for over voltage, power factor correction fault and no voltage, to connect/ disconnect banks, with automatic recognition or with standard programs | No | 19440.0 | 19440.0 | 1.0 | False | None | None | False | None | False | 19440.0 | 0 | 2669714 | 83188 | None | code149 | Providing & Fixing of flush head push button actuators (Luminous type) IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, including connection etc. as required. | No | 220.0 | 220.0 | 16.0 | False | None | None | False | None | False | 3520.0 | 0 | 2669715 | 83188 | None | code150 | Mushroom Head Actuator ‘Push Turn Type’ with Legend - STOP Contact - 1 ‘NC’ for Stop | No | 608.0 | 608.0 | 4.0 | False | None | None | False | None | False | 2432.0 | 0 | 2669716 | 83188 | None | code151 | 25A, DP, RCCB with 30mA Sensitivity | No | 4677.0 | 4677.0 | 1.0 | False | None | None | False | None | False | 4677.0 | 0 | 2669717 | 83188 | None | code152 | Cost towards the fabrication, other fittings and labour (35% cost of MCCB/ACB/ MCB) | No | 3312.4 | 3312.4 | 1.0 | False | None | None | False | None | False | 3312.4 | 0 | 2669718 | 83188 | None | code153 | Supplying capacitor type 1200mm high breeze ceiling fan with regulator (on switchboard) ceiling fan complete with down rod blades, shackle canopies etc., for operation on 230 volts , 50 cycles. Single phase AC supply, conforming to IS-374-1979 and with double ball bearing system. | No | 2984.0 | 2984.0 | 4.0 | False | None | None | False | None | False | 11936.0 | 0 | 2669719 | 83188 | None | code154 | Supply & Termination of LT Cabling with glands, lugs & Cable Carrier System- 1.1kV, Aluminium conductor, XLPE / PVC insulated & armoured cable (a) 3.5CX50 Sq.mm | m | 531.17 | 531.17 | 100.0 | False | None | None | False | None | False | 53117.0 | 0 | 2669720 | 83188 | None | code155 | 3CX35 Sq.mm | m | 223.27 | 223.27 | 80.0 | False | None | None | False | None | False | 17861.6 | 0 | 2669721 | 83188 | None | code156 | 3CX16 Sq.mm | m | 188.27 | 188.27 | 30.0 | False | None | None | False | None | False | 5648.1 | 0 | 2669722 | 83188 | None | code157 | 3CX2.5 Sq.mm | m | 206.88 | 206.88 | 400.0 | False | None | None | False | None | False | 82752.0 | 0 | 2669723 | 83188 | None | code158 | 4CX4 Sq.mm | m | 279.88 | 279.88 | 200.0 | False | None | None | False | None | False | 55976.0 | 0 | 2669724 | 83188 | None | code159 | Providing and laying RCC cable duct of size given below for laying electric cable including form work for centering M.S bar reinforcement including providing and fixing 35x35x5m, MS angles, RCC precast cover of adequate length with 100mm overlap on either walls etc complete and providing RCC precast covers. (a) Cable duct 2x3 tier - 1000 W x 1000 D | m | 2107.0 | 2107.0 | 25.0 | False | None | None | False | None | False | 52675.0 | 0 | 2669725 | 83188 | None | code160 | Supply and Installation hot dip GI perforated cable tray with cover along with required angle supports, with coupler plates, Anchor bolts and nuts etc complete and the tray should be fitted on the wall / Ceiling etc. complete. (a) 300mm x 50mm x 2mm (Power Cables) | m | 754.0 | 754.0 | 30.0 | False | None | None | False | None | False | 22620.0 | 0 | 2669726 | 83188 | None | code161 | 150mm x 50mm x 2mm (Control Cables) | m | 433.0 | 433.0 | 50.0 | False | None | None | False | None | False | 21650.0 | 0 | 2669727 | 83188 | None | code162 | Laying of cable in trench | Km | 34176.0 | 34176.0 | 1.0 | False | None | None | False | None | False | 34176.0 | 0 | 2669728 | 83188 | None | code163 | Hume pipe for Road crossings for Cable & Earth Strip crossing - RCC Hume Pipe, 2000 mm Long, 150 mm Dia | No | 307.0 | 307.0 | 2.0 | False | None | None | False | None | False | 614.0 | 0 | 2669729 | 83188 | None | code164 | Collars for RCC Hume Pipe | No | 82.0 | 82.0 | 152.0 | False | None | None | False | None | False | 12464.0 | 0 | 2669730 | 83188 | None | code165 | Laying of RCC Hume pipes | No | 51.0 | 51.0 | 2.0 | False | None | None | False | None | False | 102.0 | 0 | 2669731 | 83188 | None | code166 | Supply, Installation, Testing and Commissioning of Lighting System with following major equipment, items as per scope, specification and drawings. Supply of Lighting Luminiares - Supply of Surface & wall mounted LED Batten with extruded aluminum housing and robust construction. (2x20W For Pumping Stations, MCC Rooms, Toilets and other indoor rooms) | No | 690.0 | 690.0 | 20.0 | False | None | None | False | None | False | 13800.0 | 0 | 2669732 | 83188 | None | code167 | LED Emergency Light Fitting With 2X12 W LED - 2 Feet, IK - 05 Rating With Flame Retardant Enclosure With Lumens Efficacy of 120 Lumens / Watt , With SMF Rechargeable Battery With 3 Hrs Battery Backup | No | 847.0 | 847.0 | 4.0 | False | None | None | False | None | False | 3388.0 | 0 | 2669733 | 83188 | None | code168 | Supply and transportation of 70W LED Street light Luminaire made of pressure diecast alluminium body with powder coated, having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F 0.90, high power LED's having efficacy120 lumines/watt, System efficacy 95 lm/W and junction temprature 70C, with Ingrees protection IP65, Driver surge protection 4KV, external Surge protection 5KV with optics distribution Type II medium, THD10% at 110 Volts AC, driver efficiency 90%, CCT: 3000K - 5700K, minimum CRI70, etc., complete | No | 5992.0 | 5992.0 | 6.0 | False | None | None | False | None | False | 35952.0 | 0 | 2669734 | 83188 | None | code169 | Supply and transportation of 40W LED Peripheral light Luminaire made of pressure diecast alluminium body with powder coated, having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F 0.90, high power LED' having efficacy 120 lumines/watt, System efficacy 95lm/W and junction temprature 70C, with Ingrees protection IP65, Driver surge protection 4KV, external Surge protection 5KV with optics distribution Type II medium, THD10% at 110 Volts AC, driver efficiency 90%, CCT: 3000K - 5700K, minimum CRI70, etc., complete | No | 4024.0 | 4024.0 | 12.0 | False | None | None | False | None | False | 48288.0 | 0 | 2669735 | 83188 | None | code170 | Supplying, installing, testing and commissioning of 3 kWp ON-GRID Solar PV System / Plant consisting solar PV poly crystalline panel (335 Wp 09 Nos.) and Solar ON-GRID Inverter of similar capacity (THD3%) with interconnecting wires / cables up to solar ON GRID inverter, proper base plate, canopy box to house Inverter and necessary accessories i.e. ACDB/ DCDB ,MCB etc. wiring up to solar Inverter in casing and capping, display board, sign board, two distinct earthing, lightning arrester, liaisoning charges, remote monitoring system with maintaining card / chip for 5 years including net charges for RMS system, complete up to net meter installation and export to the grid with 5 year ON-SITE warranty and fully comprehensive maintenance contract. | No | 176159.0 | 176159.0 | 1.0 | False | None | None | False | None | False | 176159.0 | 0 | 2669736 | 83188 | None | code171 | Fixing Charges of Fittings: Fixing all types & all capacities LED fittings Indoor on the wall /ceiling/rafters/gridders using 23 / 0.76 " twin twisted PVC insulated wires. | No | 263.0 | 263.0 | 20.0 | False | None | None | False | None | False | 5260.0 | 0 | 2669737 | 83188 | None | code172 | Supply & fixing of 40mm dia. GI Pipe bracket up to 2.7 mtrs long for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/Wall/tubular pole, using suitable clamps, bolts, nuts and wiring etc complete. | No | 1478.0 | 1478.0 | 12.0 | False | None | None | False | None | False | 17736.0 | 0 | 2669738 | 83188 | None | code173 | Fabricating, supplying & erecting Galvanised Octagonal pole of 7 mtr height with MS base plate, 40 mm dia gI/flexible PVC pipe of 1 mtr length, polycarbonate control box, MCB/DP switch erected in Cement concrete work(1:2:4) including excavation & refilling. | No | 13500.0 | 13500.0 | 6.0 | False | None | None | False | None | False | 81000.0 | 0 | 2669739 | 83188 | None | code174 | Single Arm Bracket with 1000 mm Standard 40/50 mm dia. for Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using
necessary bolts, nuts etc., complete. | No | 1700.0 | 1700.0 | 88.0 | False | None | None | False | None | False | 149600.0 | 0 | 2669740 | 83188 | None | code175 | Metal clad industrial plug top & socket unit with pin and sleeve type contact on porcelain/ bakelite base in sheet steel enclosure (without MCB) including making connections with lugs, testing etc.as required - Plug and Sockets in Sheet Steel Enclosure without MCBs (a) 20A Single Pole | No | 971.0 | 971.0 | 4.0 | False | None | None | False | None | False | 3884.0 | 0 | 2669741 | 83188 | None | code176 | Supply & Installation of Earthing system: Supplying fixing and wiring earth electrode for grounding conduits, I.C.cutouts and other equipments on the meter board using 40 mm dia 2.9 thick GI pipe 2.5 meter long buried in a pit. The pit should be filled with equal proportion of salt charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc, is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts washers and check nuts etc, the pipe shall have 16 through holes of 12.2mm dia. | No | 3510.0 | 3510.0 | 10.0 | False | None | None | False | None | False | 35100.0 | 0 | 2669742 | 83188 | None | code177 | Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. (a) 50 x 6 mm GI (MCC Panels, Main Motors etc.) | m | 218.0 | 218.0 | 200.0 | False | None | None | False | None | False | 43600.0 | 0 | 2669743 | 83188 | None | code178 | 25 x 6 mm GI (Cable Trays, LDBs, street Lighting etc.) | m | 128.0 | 128.0 | 200.0 | False | None | None | False | None | False | 25600.0 | 0 | 2669744 | 83188 | None | code179 | Supplying and running of GI wire for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas.spacers etc. (a) 10 SWG (Receptacles) (weight = 0.082 kg/mtr) (Cost = Rs.79.171/kg) | m | 6.49 | 6.49 | 200.0 | False | None | None | False | None | False | 1298.0 | 0 | 2669745 | 83188 | None | code180 | 8 SWG (Small Motors) (weight = 0.131 kg/mtr) (Cost = Rs.75.04/kg) | m | 9.83 | 9.83 | 150.0 | False | None | None | False | None | False | 1474.5 | 0 | 2669746 | 83188 | None | code181 | Supply & Installation of Lightning Protection System: Supply, installation, testing and commissioning of Lightning protection system comprising of Air Terminations, down comer conductors, test links, lightning protection earth pits with all required accessories. All complete works as per IS/IEC: 62305. Vertical Air Terminal
8 mm Aluminum Round Conductor complete as per requirements of DIN EN 50164-2 (VDE 0185 part 202) & VDE 0185-305 (IS/IEC 62305): 2 Mtrs Length | m | 109.0 | 109.0 | 1264.8 | False | None | None | False | None | False | 137863.2 | 0 | 2669747 | 83188 | None | code182 | Roof conductor holder for parapet
Polyamide Conductor holder: With M8 female thread or diameter 7mm, M8 Screw to connect the conductor holder. Weather and temperature resistant from -35 to +90 degree Celsius tested. Conductor holder @ 1 meter distance | Each | 61.0 | 61.0 | 148.0 | False | None | None | False | None | False | 9028.0 | 0 | 2669748 | 83188 | None | code183 | Polyamide roof cable holder for flat roof:
DIN 48829 Form B1. Closed form with bottom. Filling weight 1Kg (frost-resistant concrete). Sleeve from polyethylene, black @ 1 meter distance | Each | 157.0 | 157.0 | 100.0 | False | None | None | False | None | False | 15700.0 | 0 | 2669749 | 83188 | None | code184 | Fang Fix Junior system -
Inclusive of Al interception rod of 1Mtr length (10mm dia), Quick mounting of the interception rod in the base using plug technology | Each | 1997.0 | 1997.0 | 6.0 | False | None | None | False | None | False | 11982.0 | 0 | 2669750 | 83188 | None | code185 | Cross universal connector:
For T and cross connection, to route vertical down conductor /mesh formation made of hot dipped galvanized iron with necessary screws etc as required. Installed with 4 hexagonal bolts M8*25 with M8 hexagonal nuts | Each | 160.0 | 160.0 | 6.0 | False | None | None | False | None | False | 960.0 | 0 | 2669751 | 83188 | None | code186 | Expansion piece with connector:
For equalizing temperature related length changes. Necessary on conductors of length over 20 meters. For round conductor Rd 8/ALU connector: For T cross and parallel connectors. Quick installation using hexagonal bolt M10X30 high-grade hot dip galvanized. Confirms to the requirements according to DIN VDE 0185-305 (IS-IEC 2305)(2nos/expansion piece ). | Each | 479.0 | 479.0 | 6.0 | False | None | None | False | None | False | 2874.0 | 0 | 2669752 | 83188 | None | code187 | Test Joint:
Test Joint (Folding Clamp) suitable to connect 8mm round conductor and max by 30x3 mm GI strip as specified in drawing and directed by Engineer | Each | 375.0 | 375.0 | 6.0 | False | None | None | False | None | False | 2250.0 | 0 | 2669753 | 83188 | None | code188 | Lightning counter:
To count no of lightning strike & it can record the date and time of the lightning incident also tested as per IEC 62561-6. | Each | 19965.0 | 19965.0 | 6.0 | False | None | None | False | None | False | 119790.0 | 0 | 2669754 | 83188 | None | code189 | Providing earth electrode of low carbon steel rod, UL listed of 17.2 mm dia, 3 Mtr long, coated with copper of 254 microns thickness, CPRI tested for short time current withstand test of 25 kA, coating thickness, environmental test (Salt Mist Test), Bend test, Tensile strength, Yield / tensile ratio, Electrical Resistivity test, complete with clamps and 2 bags of (Earth plus ULTRA /TIRUMALA) high grade earthing compound IEC 62561-7 complaint Eco-friendly, Maintenance free, anti-corrosive, lead-free, super conductive, mineral based high-grade earthing compound, to enhance soil conductivity. With resistance 0.20 ohms-meter, should be leach proof & Sulphur free complete with earth inspection chamber of dimensions: width: 320 mm x 320 mm, Height : 192 mm, weight : 30 Kgs, Load bearing capacity : 5000 Kgs | No | 11495.0 | 11495.0 | 6.0 | False | None | None | False | None | False | 68970.0 | 0 | 2669755 | 83188 | None | code190 | Supply, Installation, Testing and commissioning of safety procedures for Electrical Equipments as per scope, specification and drawings. : Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in-charge.
11 KV, Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage 45 KV AC (rms) | Sqm | 2094.0 | 2094.0 | 5.0 | False | None | None | False | None | False | 10470.0 | 0 | 2669756 | 83188 | None | code191 | Supplying and Erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 kg capacity cartridge type conform to IS 2876/15683 complete erected with necessary clamp made of 50x6 mm M.S. flat nut and bolts grouted in wall complete | No | 8691.0 | 8691.0 | 2.0 | False | None | None | False | None | False | 17382.0 | 0 | 2669757 | 83188 | None | code192 | Rubber Hand gloves 15 kV, SEAMLESS Confirming to IS (Sample to be verified for seamless before approval) for electrical purpose | Pairs | 1130.0 | 1130.0 | 1.0 | False | None | None | False | None | False | 1130.0 | 0 | 2669758 | 83188 | None | code193 | Supplying standard first aid box with necessary antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-Aid) adhesive tape for medicinal use, scissors, anti-septic solution, etc. (All above contents shall be of standard makes) | No | 1301.0 | 1301.0 | 1.0 | False | None | None | False | None | False | 1301.0 | 0 | 2669759 | 83188 | None | code194 | Supplying and fixing of shock treatment chart on the wall with inside plastic sheet cover and plywood back plate frame work complete | No | 545.0 | 545.0 | 1.0 | False | None | None | False | None | False | 545.0 | 0 | 2669760 | 83188 | None | code195 | Supplying and fixing of danger board (Medium Voltage) | No | 230.0 | 230.0 | 2.0 | False | None | None | False | None | False | 460.0 | 0 | 2669761 | 83188 | None | code196 | Distribution Transformer Centre Excluding LT Metering box Supply, Erection, Testing & Commissioning of 3 Phase, 11kV 433 V, 63 kVA BEE 5 Star Rated Distribution Transformer Centre Using 9 Mtr RCC Pole DPTC with Distribution Box.
with RCC pole, insulators, GI wire, Earthing, Guy sets, LT Distribution Box, Anti climbing device, Lightining Arrestor etc. All complete items as per BESCOM SR 2023-24 Cost Data Sheet - 26 along with LT Metering box with CTs and necessary wiring for housing ETV Meter | No | 273879.0 | 273879.0 | 1.0 | False | None | None | False | None | False | 273879.0 | 0 |
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