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Municipal Corporation Tender
Drainage Work
Opening Date14 Nov 2024
Closing Date28 Nov 2024
Tender Amount₹ 20,39,20,026
Costs
EMD
₹ 20,39,300Document Cost
Refer DocumentsTender Fee
₹ 11,800
Summary
Providing Sewer Network Along With Hscs In Uncovered Areas Of Circle-3 In
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
765203Tender No
Tender Notice No:28/VMC/CDB/2024-25, Dt.07-11-2024, Rc.EE3-112465/2023Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://vijayawada.cdma.ap.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Earthwork excavation in all type of soils by mechanical means for pipe line trenches & Structures as per drawing and technical specification, setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling with the excavated earth to the extent required and disposal of surplus earth with all lifts and lead upto 1 KM etc., complete including charges for finished item of work as per MoRT&H specification 301 (5th Revision) or as per latest revisions and specifications and as directed by the Engineer-in-Charge. In all types of soil including ordinary rock by mechanical means from 3m to 6m depth
956
152
146153.28
Earthwork excavation in all type of soils by mannual means for pipe line trenches and structures as per drawing and technical specification, setting out, removal of stumps and other deleterious matter, dressing sides of bottom, back filling with the excavated earth to the extent required and disposal of surplus earth with all lifts and lead upto 50m etc., complete including charges for finished item of work as per MoRT&H specification 301 (5th Revision) or as per latest revisions and specifications and as directed by the Engineer-in-Charge. In all types of soil including ordinary rock by mannual means where deph 1.5times width upto 3m depth
2174
495
1076412.62
Earthwork excavation in all type of soils by mannual means for pipe line trenches and structures as per drawing and technical specification, setting out, removal of stumps and other deleterious matter, dressing sides of bottom, back filling with the excavated earth to the extent required and disposal of surplus earth with all lifts and lead upto 50m etc., complete including charges for finished item of work as per MoRT&H specification 301 (5th Revision) or as per latest revisions and specifications and as directed by the Engineer-in-Charge. In all types of soil including ordinary rock by mannual means where deph 1.5times width upto 3m depth
6313
592
3741083.8
Earthwork excavation in all type of soils by mannual means for pipe line trenches and structures as per drawing and technical specification, setting out, removal of stumps and other deleterious matter, dressing sides of bottom, back filling with the excavated earth to the extent required and disposal of surplus earth with all lifts and lead upto 50m etc., complete including charges for finished item of work as per MoRT&H specification 301 (5th Revision) or as per latest revisions and specifications and as directed by the Engineer-in-Charge. In all types of soil including ordinary rock by mannual means where deph 1.5times width from 3m to 6m depth
410
761
312383.1
Bailing out water from the pipe line trenches with oil engine driven pump sets including hire charges, fuel charges, wages of driver and helper etc., complete as per the technical specifications and as directed by the Engineer-in-Charge.- For pipe line trenches
416
52
21752.64
Providing and installing shoring and strutting with sheet piling for both sides of the trenches for following depths with mild steel sheets of not less than 6.5mm thick, stronger knife edge, recessed spreader sockets, 3 inch single or double wall shields, to be designed by the contractor to withstand all types of soils, maximum depth as per the approved design drawings, including labour charges for installing and removiing the sheet piling at various reaches of sewer line constructions, including loading, unloading, transporting to the suitable location etc. complete with all lead and lifts and as directed by the Engineer-In-Charge. (Measurement shall be taken for one side only eventhough it is provided for both sides).- Upto 3 mtr Depth
8014
512
4103168
Providing and installing shoring and strutting with sheet piling for both sides of the trenches for following depths with mild steel sheets of not less than 6.5mm thick, stronger knife edge, recessed spreader sockets, 3 inch single or double wall shields, to be designed by the contractor to withstand all types of soils, maximum depth as per the approved design drawings, including labour charges for installing and removiing the sheet piling at various reaches of sewer line constructions, including loading, unloading, transporting to the suitable location etc. complete with all lead and lifts and as directed by the Engineer-In-Charge. (Measurement shall be taken for one side only eventhough it is provided for both sides).- For depth 3 m to 6 m.
6949
768
5336832
Providing barricading arrangement with Bamboos for water supply and sewer pipe line trenches removal after the backfillng of trenches including the hire charges of barricading materials as per the schedule given by the departmental authorities complete for finished item of work and as directed by the Engineer-In-Charge. - For pipe line trenches
16675
236
3946138.75
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.- For HDPE DWC Pipes
2606
440
1146848.48
Providing Backfilling for HDPE DWC pipes using sand including supply of sand from the approved quarry,placing and compacting and watering etc for finished item as per the standard specifications and as directed by the Engineer-In-charge.
4324
440
1902905.92
Carting away the balance excavated soil for a lead of 3 Km after backfilling the excavated trenches using the good available excavated earth and compacting to the original level etc to the dump area as specified and directed by the Engineer-In-Charge. - For pipe line trenches
7845
80
632228.55
Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with non smooth external annular corrugated and smooth internal surface (Double Wall) of SN 8 Class for non pressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013), including transportation to site, unloading & stacking and as directed by the Engineer - in - charge. - 200mm (ID) dia
20470
602
12326215.2
Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with non smooth external annular corrugated and smooth internal surface (Double Wall) of SN 8 Class for non pressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013), including transportation to site, unloading & stacking and as directed by the Engineer - in - charge. - 250mm (ID) dia
36
937
33743.52
Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with non smooth external annular corrugated and smooth internal surface (Double Wall) of SN 8 Class for non pressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013), including transportation to site, unloading & stacking and as directed by the Engineer - in - charge. - 300mm (ID) dia
263
1272
334664.87
Lowering and Laying of (DWC) SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge.- 200mm (ID) dia
20470
137
2814010.9
Lowering and Laying of (DWC) SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge.- 250mm (ID) dia
36
215
7771.32
Lowering and Laying of (DWC) SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge.- 300mm (ID) dia
263
286
75299.53
Providing and fixing Drop Arrangement with HDPE grade PE-100 pipes, conforming to PN 6 as per IS 4984-1995 with latest amendments, vertical drop pipe with MS fastenings at 300mm C/C, with suitable expander / reducure HDPE ‘T’ joint at top with incoming sewer with one end of Tee inside the machinehole closed with end cap and 45 degree bend at the bottom with HDPE specials and encasing the pipe outside the manhole with cement concrete 1:2:4 proportion, 150 / 200mm thick alround the HDPE pipe, including vibrating, compacting, necessary centering and form work, curing, testing etc. including cost and conveyance of all materials, labour with all lead and lifts etc. complete as per specification, drawings and as directed by the Engineer in charge - 200mm (ID) dia
21
3948
82908
Providing and construction of RCC Precast/Cast-In-Situ TYPE - A manholes with M30 Grade of Concrete (Design Mix) with minimum cement content of 407 kg/Cum for raft,walls and cover slab using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete including Excavation, PCC (1:4:8) bedding, Haunching (1:3:6) inside the manhole, sand bedding, Shoring and strutting, barrication, bailing out water, Centering, reinforcement, manhole frame and cover, plastic steps, provision for house service connection by providing 150mm dia specials (Minimum of 2 No's) in the wall etc all to complete work up to a depth of 1.2 mtr as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH and as directed by the Engineer-In-Charge. - 900mm Dia
522
17924
9356328
Providing and construction of RCC Precast/Cast-In-Situ TYPE - A manholes with M30 Grade of Concrete (Design Mix) with minimum cement content of 407 kg/Cum for raft,walls and cover slab using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete including Excavation, PCC (1:4:8) bedding, Haunching (1:3:6) inside the manhole, sand bedding, Shoring and strutting, barrication, bailing out water, Centering, reinforcement, manhole frame and cover, plastic steps, provision for house service connection by providing 150mm dia specials (Minimum of 2 No's) in the wall etc all to complete work up to a additional depth of than the intial Depth of 1.2 mtr as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH and as directed by the Engineer-In-Charge. - 900mm Dia
105
6551
687855
Providing and construction of RCC Precast/Cast-In-Situ TYPE - B manholes with M30 Grade of Concrete (Design Mix) with minimum cement content of 407 kg/Cum for raft,walls and cover slab using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete including Excavation, PCC (1:4:8) bedding, Haunching (1:3:6) inside the manhole, sand bedding, Shoring and strutting, barrication, bailing out water, Centering, reinforcement, manhole frame and cover, plastic steps, provision for house service connection by providing 150mm dia specials (Minimum of 2 No's) in the wall etc all to complete work up to a depth of 1.5 mtr as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH and as directed by the Engineer-In-Charge. - 1200mm Dia
162
28858
4674996
Providing and construction of RCC Precast/Cast-In-Situ TYPE - B manholes with M30 Grade of Concrete (Design Mix) with minimum cement content of 407 kg/Cum for raft,walls and cover slab using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete including Excavation, PCC (1:4:8) bedding, Haunching (1:3:6) inside the manhole, sand bedding, Shoring and strutting, barrication, bailing out water, Centering, reinforcement, manhole frame and cover, plastic steps, provision for house service connection by providing 150mm dia specials (Minimum of 2 No's) in the wall etc all to complete work up to a additional depth of than the intial Depth of 1.5 mtr as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH and as directed by the Engineer-In-Charge. - 1200mm Dia
89
8500
756500
Providing and construction of RCC Precast/Cast-In-Situ TYPE - C manholes with M30 Grade of Concrete (Design Mix) with minimum cement content of 407 kg/Cum for raft,walls and cover slab using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete including Excavation, PCC (1:4:8) bedding, Haunching (1:3:6) inside the manhole, sand bedding, Shoring and strutting, barrication, bailing out water, Centering, reinforcement, manhole frame and cover, plastic steps, provision for house service connection by providing 150mm dia specials (Minimum of 2 No's) in the wall etc all to complete work up to a depth of 2.0 mtr as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH and as directed by the Engineer-In-Charge. - 1500mm Dia
84
45077
3786468
Providing and construction of RCC Precast/Cast-In-Situ TYPE - C manholes with M30 Grade of Concrete (Design Mix) with minimum cement content of 407 kg/Cum for raft,walls and cover slab using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete including Excavation, PCC (1:4:8) bedding, Haunching (1:3:6) inside the manhole, sand bedding, Shoring and strutting, barrication, bailing out water, Centering, reinforcement, manhole frame and cover, plastic steps, provision for house service connection by providing 150mm dia specials (Minimum of 2 No's) in the wall etc all to complete work up to a additional depth of than the intial Depth of 2.0 mtr as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH and as directed by the Engineer-In-Charge. - 1500mm Dia
98
12401
1215298
Providing and construction of RCC Precast/Cast-In-Situ TYPE - D manholes with M30 Grade of Concrete (Design Mix) with minimum cement content of 407 kg/Cum for raft,walls and cover slab using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete including Excavation, PCC (1:4:8) bedding, Haunching (1:3:6) inside the manhole, sand bedding, Shoring and strutting, barrication, bailing out water, Centering, reinforcement, manhole frame and cover, plastic steps, provision for house service connection by providing 150mm dia specials (Minimum of 2 No's) in the wall etc all to complete work up to a depth of 2.5 mtr as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH and as directed by the Engineer-In-Charge. - 1800mm Dia
32
61955
1982560
Providing and construction of RCC Precast/Cast-In-Situ TYPE - D manholes with M30 Grade of Concrete (Design Mix) with minimum cement content of 407 kg/Cum for raft,walls and cover slab using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete including Excavation, PCC (1:4:8) bedding, Haunching (1:3:6) inside the manhole, sand bedding, Shoring and strutting, barrication, bailing out water, Centering, reinforcement, manhole frame and cover, plastic steps, provision for house service connection by providing 150mm dia specials (Minimum of 2 No's) in the wall etc all to complete work up to a additional depth of than the intial Depth of 2.5 mtr as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH and as directed by the Engineer-In-Charge. - 1800mm Dia
63
14609
920367
Construction of granular sub-base by providing HBG meterial confirming to Grading-V of MORT & H Table-400-1 including cost and conveyance of all materials to work site and spreading uniform layers with motor grader or by approved means on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete for finished item of work as per clause 401 MORTH(5th Revision) as directed by the Engineer-in-Charge
2871
2211
6347981.97
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 using M30 Grade of concrete with minimum cement content of 407 Kg/Cum, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD and as directed by the Engineer-In-Charge.
1858
7044
13087807.74
Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means for finished item of work as per MoRT&H Specification 502 (5th Revision) and as directed by the Engineer-in-charge.
9209
39
363571.32
Providing and applying tack coat with bitumen Emulsion (Rapid settting) (Bulk) using Emulsion pressure distributor at the rate of 0.25 kgs per sqm on the prepared granular surface, treated with primer, cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
9209
14
136937.83
Providing Bituminous Concrete of minimum 40mm thickness with 100-120 TPH Batch Mix type/ 40-60 TPH hot mix plant using HBG crushed aggregates of Grading-II as per table 500-17 of specification 507 of MoRT&H (5th Revision), premixed with bitumen binder VG 30 Grade @ 5.4 % 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 MoRT&H Specification 507 (5th Revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
369
10661
3934200.51
Earthwork excavation in all type of soils by mechanical means for pipe line trenches and structures as per drawing and technical specification, setting out, removal of stumps and other deleterious matter, dressing sides of bottom, back filling with the excavated earth to the extent required and disposal of surplus earth with all lifts and lead upto 1 KM etc., complete including charges for finished item of work as per MoRT&H specification 301 (5th Revision) or as per latest revisions and specifications and as directed by the Engineer-in-Charge. In all types of soil including ordinary rock by mechanical means upto 3m depth
2071.72
133
277133.98
Earthwork excavation in all type of soils by mannual means for pipe line trenches and structures as per drawing and technical specification, setting out, removal of stumps and other deleterious matter, dressing sides of bottom, back filling with the excavated earth to the extent required and disposal of surplus earth with all lifts and lead upto 50m etc., complete including charges for finished item of work as per MoRT&H specification 301 (5th Revision) or as per latest revisions and specifications and as directed by the Engineer-in-Charge. In all types of soil including ordinary rock by mannual means where deph upto 3m depth
964.59
332
320919.09
Bailing out water from the pipe line trenches with oil engine driven pump sets including hire charges, fuel charges, wages of driver and helper etc., complete as per the technical specifications and as directed by the Engineer-in-Charge.- For pipe line trenches
38
52
1987.02
Providing barricading arrangement with Bamboos for water supply and sewer pipe line trenches removal after the backfillng of trenches including the hire charges of barricading materials as per the schedule given by the departmental authorities complete for finished item of work and as directed by the Engineer-In-Charge. - For pipe line trenches
1900
236
449635
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron K9 Class Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m, 5.0m, 5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation to site, unloading & stacking and as directed by the Engineer - in - charge. - 450mm dia
100
9788
978877
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron K9 Class Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m, 5.0m, 5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation to site, unloading & stacking and as directed by the Engineer - in - charge. - 500mm dia
1800
11308
20354400
Supply & Delivery of Centrifugal Cast (spun) Ductile Iron fittings PN 16 conforming to IS: 9523/2000 having dimensions as per BIS, with zinc coating externally and inside mortar lining (with finishing as per clause 13/IS9523/2000) including transportation to site of work and as directed by the Engineer-In-Charge. - Upto 500 mm dia
2688
154
414005.76
Manufacture, supply and delivery of S.B.R. Quality Rubber as per BIS:12820/89 with confirming to BIS:5382/85, Rubber Gaskets suitable for CI, DI, S/S pipes including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking and as directed by the Engineer - in - charge for 450mm Dia
23
390
8989.32
Manufacture, supply and delivery of S.B.R. Quality Rubber as per BIS:12820/89 with confirming to BIS:5382/85, Rubber Gaskets suitable for CI, DI, S/S pipes including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking and as directed by the Engineer - in - charge for 500mm Dia
310
543
168354.8
Lowering CI / DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Ref to specifications. BIS No: 3114/1994) and as directed by Engineer -in-Charge for 450mm dia
100
509
50908
Lowering CI / DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Ref to specifications. BIS No: 3114/1994) and as directed by Engineer -in-Charge for 500mm dia
1800
593
1068228
Jointing CI / DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete.(Reference to specifications BISNo.3114/1994/12288/1997). and as directed by Engineer-in-charge for 450mm dia
23
439
10114.25
Jointing CI / DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete.(Reference to specifications BISNo.3114/1994/12288/1997). and as directed by Engineer-in-charge for 500 mm dia
310
477
147913.4
Supply and placing of the VRCC M30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with minimum cement content of 407kg/Cum, 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Engineer -In- Charge. - Thrust Blocks
12.41
6633
82318.38
Providing High Yield Strength Deformed(HYSD) /Thermo Mechanically Treated (TMT) bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, including sales and other taxes on all materials etc., complete for finished item of work as directed by the Engineer-In-Charge.
0.1
94211
9421.11
Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) PN 1.6 Mpa with by-pass arrangement with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 including transportation but excluding all taxes and as directed by the Engineer-in-Charge. - 500 mm dia
2
24337
48675.06
Manufacture, supply and delivery of Tamper proof DI Flanged Single Chamber Air release Valves with Body and cover made of Ductile Iron grade SG- 400/15 or SG-500/7 or equivalent grade as per IS 1865,IS:3896-part2 and subsequent revisions with food grade epoxy powder coating (EP-P) of minimum 250 micron, inside and out side of colour Blue RAL 5005 and all internal parts such as Float,Shell,Cover Bolts etc made of austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with EPDM and generally conforming to BIS standards and Flange Drilled as per IS:1538 including transportation but excluding all taxes and as directed by Engineer-In-Charge. - 500 mm dia
2
68565
137130.46
Manufacture, Supply and delivery of DI D/F Butterfly Valves, Body and disc of Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 Double eccentrically designed Disc., with renewable soft seal on the disc and Integral Body seat face of nickel-chromium overlay welding (Fusion Bonded) micro finished, 100 % leak tight in both directions, Medium free bearings and with minimum thickness of 250 microns Fusion bonded food grade epoxy coating and 1200mm dia. and above food grade liquid Epoxy coating of minimum 150 microns applied on both body and disc inside and outside. Face to face dimensions as per EN558-1/IS 13095 body or IS: 13095 long body design standard as per EN 593/IS 5163 Flange drilling as per EN 1092-2/ IS 1538 the Valve should be suitable for buried application as directed by the Engineer-in-Charge. - 450 mm dia
1
147300
147300.43
Manufacture, Supply and delivery of DI D/F Butterfly Valves, Body and disc of Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 Double eccentrically designed Disc., with renewable soft seal on the disc and Integral Body seat face of nickel-chromium overlay welding (Fusion Bonded) micro finished, 100 % leak tight in both directions, Medium free bearings and with minimum thickness of 250 microns Fusion bonded food grade epoxy coating and 1200mm dia. and above food grade liquid Epoxy coating of minimum 150 microns applied on both body and disc inside and outside. Face to face dimensions as per EN558-1/IS 13095 body or IS: 13095 long body design standard as per EN 593/IS 5163 Flange drilling as per EN 1092-2/ IS 1538 the Valve should be suitable for buried application as directed by the Engineer-in-Charge. - 500 mm dia
2
189948
379897.32
Supply and delivery of Centrifugally Cast (Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Flanged(Welded) Ends confirming to IS: 8329/2000 in Standard Working length of 1 Mts for classification K9 with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation and as directed by the Engineer-In-Charge. - 500 mm dia
2
7208
14416.98
Lowering CI, DI pipes (all classes) and specials (fittings) with flanged ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Ref to specifications. BIS No: 3114/1994) and as directed by the Engineer-In-Charge. - 150 mm dia
2
142
284.12
Lowering, keeping in position and fixing DI valves excluding cost of bolts, nuts, rubber insertion, Butterfly valve and tail pieces and as directed by the Engineer-in-Charge.- 150 mm dia
4
446
1785.52
Lowering, keeping in position and fixing DI valves excluding cost of bolts, nuts, rubber insertion, Butterfly valve and tail pieces and as directed by the Engineer-in-Charge.- 450 mm dia
1
4039
4039.92
Lowering, keeping in position and fixing DI valves excluding cost of bolts, nuts, rubber insertion, Butterfly valve and tail pieces and as directed by the Engineer-in-Charge.- 500 mm dia
2
4682
9365.9
Jointing DI valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994) and as directed by the Engineer-In-Charge.- 150 mm dia
8
574
4599.36
Jointing DI valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994) and as directed by the Engineer-In-Charge.- 450 mm dia
2
2394
4788.46
Jointing DI valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994) and as directed by the Engineer-In-Charge.- 250mm dia
4
2737
10949.4
Construction of 0.9 m x 0.9 m x 1.25 m RCC Valve chambers using M25 Grade of concrete ,Fe 500 grade of steel for pipes of diameter upto 300mm including cost and conveyance of all materials, labour charges etc complete and as directed by the Engineer-in-charge.
3
40819
122457
Providing House service connections including suplly, laying, jointing of 150mm Dia HDPE DWC Pipe for connecting to main sewer network, earthwork, sand bedding and filling to a minimum depth of 250mm, road restoration using GSB of Grade V with min 150mm thick and RCC M30 grade of Concrete with minimum 175mm thick,curing etc complete for finished item of work as per the approved Drawing and as directed by the Engineer-In-Charge.- CC Road Surface
4200
11139
46787748
Providing House service connections including suplly, laying, jointing of 150mm Dia HDPE DWC Pipe for connecting to main sewer network, earthwork, sand bedding and filling to a minimum depth of 250mm, road restoration using GSB of Grade V with min 150mm thick and RCC M30 grade of Concrete with minimum 175mm thick,curing etc complete for finished item of work as per the approved Drawing and as directed by the Engineer-In-Charge.- BT Road Surface
1235
9942
12278370
Operation & Maintenanace Staff for Length of the Sewer up to 10 Km for the Project execution period 2024-2025 (PART - C - Table 5.1) & for the installed 20 kw Pump sets for Project execution period 2024-2025 (PART - C - Table 5.2) Fitters Class I
3600
1221
4396464
Operation & Maintenanace Staff for Length of the Sewer up to 10 Km for the Project execution period 2024-2025 (PART - C - Table 5.1) & for the installed 20 kw Pump sets for Project execution period 2024-2025 (PART - C - Table 5.2) Electrician
1800
1213
2184408
Operation & Maintenanace Staff for Length of the Sewer up to 10 Km for the Project execution period 2024-2025 (PART - C - Table 5.1) & for the installed 20 kw Pump sets for Project execution period 2024-2025 (PART - C - Table 5.2) Operators
1800
917
1650600
Operation & Maintenanace Staff for Length of the Sewer up to 10 Km for the Project execution period 2024-2025 (PART - C - Table 5.1) & for the installed 20 kw Pump sets for Project execution period 2024-2025 (PART - C - Table 5.2) Heper Semi Skilled
(Electrician/Fitter)
3600
983
3539304
Operation & Maintenanace Staff for Length of the Sewer up to 10 Km for the Project execution period 2024-2025 (PART - C - Table 5.1) & for the installed 20 kw Pump sets for Project execution period 2024-2025 (PART - C - Table 5.2) Un Skilled Mazdoor
3600
914
3290436
Cleaning/Desilting of sewerlines by mechanical (Jetting, Sucking, Grabber, Scrap per etc.,) means ,setting up the over pumping arrangements,rodding and dislodging of accumulative silt from the pipeline ,removal of silt by mechanical means to the ground including barricading, cleaning of sewers and machinhole, disposal of removed silt upto a distance of 20 Kms, necessary all complete as per the instructions of the Engineer-incharge.Up to 300mm dia
30000
90
2726700
Cleaning/Desilting of sewerlines by mechanical (Jetting, Sucking, Grabber, Scrap per etc.,) means ,setting up the over pumping arrangements,rodding and dislodging of accumulative silt from the pipeline ,removal of silt by mechanical means to the ground including barricading, cleaning of sewers and machinhole, disposal of removed silt upto a distance of 20 Kms, necessary all complete as per the instructions of the Engineer-incharge.
above 300mm upto 600mm dia
9000
139
1251000
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