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Municipal Corporation Tender
Drainage Work
Opening Date14 Nov 2024
Closing Date28 Nov 2024
Tender Amount₹ 11,38,06,921
Costs
EMD
₹ 11,38,100Document Cost
Refer DocumentsTender Fee
₹ 11,800
Summary
Providing Sewer Network Along With Hscs In Uncovered Areas Of Circle-1 In Vijayawada
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
765191Tender No
Tender Notice No:28/VMC/CDB/2024-25, Dt.07-11-2024, Rc.E6-112461/2023Tender 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
795.1
152
121554.89
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
343.39
495
170022.69
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
2216.44
592
1313462.34
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
340.76
761
259628.45
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
104
52
5438.16
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
2126.29
512
1088660.48
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.
4299.16
768
3301754.88
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 beyond 6 m.
149.7
1024
153292.8
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
4264.6
236
1009217.59
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
657.47
440
289339.4
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.
1118.81
440
492365.9
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
2034.17
80
163933.76
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
4487
602
2701891.92
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
177
937
165905.64
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
441
1272
561168.09
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. - 400mm (ID) dia
57
2124
121102.2
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
4487
137
616827.89
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
177
215
38208.99
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
441
286
126262.71
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.- 400mm (ID) dia
57
516
29466.15
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
8.67
3948
34229.16
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 - 300mm (ID) dia
1
9489
9489
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
108
17924
1935792
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
24
6551
157224
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
46
28858
1327468
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
26.51
8500
225335
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
41
45077
1848157
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
44.37
12401
550232.37
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
24
61955
1486920
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
55.72
14609
814013.48
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
739.71
2211
1635550.59
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.
531.98
7044
3747283.08
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.
1665.52
39
65754.73
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.
1665.52
14
24766.28
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
66.62
10661
710288.45
Cutting of open B.T. Road surface (as well as asphalt concrete upto 75mm thick) including water bound macadam including stacking of excavated materials for laying of pipe lines as per the standard specifications and as directed by the Engineer-In-Charge.
1508.8
166
250551.33
Cutting of open CC Road Surface including stacking of excavated material for pipe line trench with concrete saw cutting machine s per the standard specifications and as directed by the Engineer-In-Charge.
127.43
5379
685522.43
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
1858.03
133
248548.67
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
881.99
332
293438.07
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
59
52
3085.11
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
3710
236
877971.5
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. - 200mm dia
805
3206
2580974.9
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. - 250mm dia
2100
4237
8898204
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
1088
154
167573.76
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 200mm Dia
139
139
19425.25
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 250mm Dia
360
156
56444.4
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 200mm dia
805
157
126650.65
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 250mm dia
2100
212
446376
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 200mm dia
139
228
31701.73
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 250mm dia
360
257
92574
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
2.18
6633
14460.44
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.
0.03
94211
2826.33
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. - 80mm dia
4
11836
47346.08
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. - 80mm dia
4
27557
110229.28
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. - 200mm dia
1
40679
40679.85
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. - 250mm dia
2
56580
113161.56
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. - 80mm dia
4
4098
16395.4
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. - 80mm dia
4
68
275
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.- 80mm dia
8
198
1586.64
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.- 200mm dia
1
736
736.41
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.- 250mm dia
2
1046
2093.04
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.- 80mm dia
16
238
3823.04
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.- 200mm dia
2
623
1246.12
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
871
3484.72
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
23817
71453.49
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
340.71
2211
753333.66
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.
129.1
7044
909384.27
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.
1599.05
39
63130.49
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.
1599.05
14
23777.87
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
60.21
10661
641946.38
Providing Railway crossing / Road crossing / Canal crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils including hard rock and construction of RCC chambers suitable to casing pipe pits, and conveyance charges of machinery and other required materials but excluding cost of encasing pipe, in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in –Charge. - 900 mm Dia
70
31016
2171183
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
3300
11139
36761802
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
1305
9942
12974310
Supply and Delivery,Errection and Commissioning of Electrically drive (415 Volts, 3 Phase, 50Hz) Horizantel /Vertical Non- clog Submersible pump sets for pumping of screned sewage water with soft solieds up to 100 mm size of required capacity as mentioned below. The pump should be fitted with S.S impeller, SS shaft as per IS specification with cast iron casing of heavy duty of 1450 / 950 RPM of Kishor/KSB/Jyoti make and including required 18Mtrs cables,required SS Guide pipe and required lifting chain & Pedestal bracket etc., complete set (The pump sets at minimum efficiency of 70% shall deliver the above discharge and head) for the following duty conditions and as directed by the Engineer-In-charge. - 50 CMP/Hr. 15 Mtrs. Head with 100 MM dia delivery, 5 HP.
2
118150
236300
Supply and Delivery, Errection and Commissioning of Electrically drive (415 Volts, 3 Phase, 50Hz) Horizantel /Vertical Non- clog Submersible pump sets for pumping of screned sewage water with soft solieds up to 100 mm size of required capacity as mentioned below. The pump should be fitted with S.S impeller, SS shaft as per IS specification with cast iron casing of heavy duty of 1450 / 950 RPM of Kishor/KSB/Jyoti make and including required 18Mtrs cables,required SS Guide pipe and required lifting chain & Pedestal bracket etc., complete set (The pump sets at minimum efficiency of 70% shall deliver the above discharge and head) for the following duty conditions and as directed by the Engineer-In-charge. - 100 CMP/Hr. 15 Mtrs. Head with 100 MM dia delivery, 5 HP.
2
323394
646788
Supply and Delivery, Errection and Commissioning of Electrically drive (415 Volts, 3 Phase, 50Hz) Horizantel /Vertical Non- clog Submersible pump sets for pumping of screned sewage water with soft solieds up to 100 mm size of required capacity as mentioned below. The pump should be fitted with S.S impeller, SS shaft as per IS specification with cast iron casing of heavy duty of 1450 / 950 RPM of Kishor/KSB/Jyoti make and including required 18Mtrs cables,required SS Guide pipe and required lifting chain & Pedestal bracket etc., complete set (The pump sets at minimum efficiency of 70% shall deliver the above discharge and head) for the following duty conditions and as directed by the Engineer-In-charge. - 150 CMP/Hr. 15 Mtrs. Head with 100 MM dia delivery, 5 HP.
1
403394
403394
Providing Mono rail Chain pully block with tripple gear arrangment, lifting hook, load chain, hand chain & locking device with spur gear travelling trolly & all accessories and as directed by the Engineer-In-charge.
1
25000
25000
Supply and delivery of Floor mounted control panel board of size 1500x1200x450mm made of 16 SWG CRCA sheet steel enclosure, 16 SWG mounting plate for cable entry fabricated, painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side lovures with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using L&T / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete and as directed by the Engineer-In-charge. including Multifunction Meter, 250A-1Nos, Voltmeter (0 -500V)-1No, Ammeter (0 -100A)-1No, Selector switches-2No's for Ammeter and Voltmeter, Copper bus bar 3phase RYB-N, RYB Indicating lamps with switchs, accessories for Starter panel of 10HP- 2No's make:L&T or Semines, TP MCB 20A 10KA- 2No's , Voltmeter (0 -500V)-2No's,Ammeter (0 -25A)-2No's, Selector switches-2X2No's, Over load Relay 6 to 10A - 2No's, 25A star Contactor - 1X2No's, On/Off Switch push buttons - 2x2 No's, Timmers - 1X2No's, FASD Starter panel of 20HP- 1No make:L&T or Semines, 63-100A 3 Pole MCCB,16 KA - 1No, Voltmeter (0 -500V)-1No, Ammeter (0 -60A)-1No, Selector switches-2No, Over load Relay 14 to 23A - 1X 1No, 32A star Contactor - 1X1No, 40A Contactor - 1X2 no's, On/Off Switch push buttons - 1x2 No, Timmers - 1X1No, Capacitor Banks 40A MCCB - 1No,Capacitors -5No's X 5KVAR = 25KVAR
1
225000
225000
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
6.87
332
2285.65
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.
0.9
440
396.07
Supply and transportation of 50 SqmmX 3.5 core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I) /1554-I , SSR 2022-23, ELEC-4.1.1 i and as directed by the Engineer-In-charge. Makes : Makes: Torent / Universal / Unicab / Havells / KEI / Gloster/Finecab / Polycab / RR Kabel / Fortune Arrt
50
460
23007
Supply and making one end termination with heavy duty double compression brass gland as per BS 6121:2005 ,IP 66 complete,SIBG type, heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. 3.5 corex 50 sq.mm and as directed by the Engineer-In-charge. Makes:Dowels/Comet/SMI
2
481
963.46
Supply and making end termination with heavy Alluminium lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc of following size 50 Sqmm and as directed by the Engineer-In-charge.
6
35
211.32
Providing independent earthing for Important equipment with 100mm dia Heavy gauge C.I ( Cast iron ) pipe with Flange 2.5m long enclosed in C.C/brick masonry chamber of 450m x 450m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with salt and charcoal from the bottom of the pipe giving earth connection from electrode through G.I strip of 40 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications and as directed by the Engineer-In-Charge.
5
10310
51552.8
Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 10 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Guage, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete and as directed by the Engineer-In-charge.
2
13221
26442.76
Supply and fixing of ISI mark (IS:15683) Mono ammonium phosphate powder 90 (MAP) 2 Kg Fire extinguisher, stored pressure type, pressure gauge, gross wt. 3.6 kg, empty wt.1.6 kg, Discharge time minimum 8 sec, controllable discharge mechanism, range min. 2 mts applicable on classes A,B, C & electrically started fire, A rating -2 A, B rating -21 B, can construction: Deep drawn and Co2 mig welding, Valve construction: Forging & Machining, internal coating of can: Epoxy powder coating, External coating of Can:Epoxy polyster powder coating, sheet metal thickness:1.60mm, Helium leak detection tested with 5 years warranty Including transportation, all taxes and all labour charges etc complete and as directed by the Engineer-In-charge.
2
6441
12883.94
Supply and fixing of 4Nos of 9 Ltrs capacity round bottom sand buckets along with bucket sand, Fire buckets with round bottom type enamel painted, white inside & red out side and letter FIRE inblack out side & Handle with mounting bracket and as directed by the Engineer-In-charge.
2
1724
3449.36
Supply and fixing of ISI 25mm outer dia heavy (2.20mm thickness) grade with IS:9537 part 3 regid PVC pipe and as directed by the Engineer-In-charge.
20
52
1045.2
Supply of 19/20mm FRPP corrugated Flexible conduit pipe and as directed by the Engineer-In-charge.
3
19
57.93
Supply of PVC Junction Boxes Deep size 25mm. and as directed by the Engineer-In-charge.
10
31
318.1
Supply of 25mm PVC Flexible Couplings and as directed by the Engineer-In-charge.
5
23
119.3
Supply of 25mm dia 1.5mm thick PVC Bends.and as directed by the Engineer-In-charge.
5
13
68.15
Supply of 6" x 6" Metal Box 150mmx150x60mmand as directed by the Engineer-In-charge.
2
96
193.14
Supply of T.W.Deep Box of Size 6" x 6"and as directed by the Engineer-In-charge.
2
29
59.08
Supply of 4" x 7" Metal Box 175mmx100x60mmand as directed by the Engineer-In-charge.
1
82
82.94
Supply of T.W.Deep Box of Size 4" x 7" and as directed by the Engineer-In-charge.
1
27
27.27
Supply of No.8 Screws of 25mmand as directed by the Engineer-In-charge.
1
110
110.21
Supply of 36/0.3mm (2.5 Sqmm) FRLS / HFFR / ZHFR PVC insulated 1100V grade as perIS:694/1990 specification for Copper cable.
1
3754
3754.98
Supply of 6A 1 Way flush type Swich.and as directed by the Engineer-In-charge.
12
20
245.4
Supply of 6A 3/2 pin flush type Socket with shutter.and as directed by the Engineer-In-charge.
2
30
61.36
Supply of 6-32A 10KA DP MCB, C/D Curve ISI and as directed by the Engineer-In-charge.
1
786
786.22
Supply of 6-32A 10KA SP MCB, C/D Curve ISI Mark. and as directed by the Engineer-In-charge.
3
259
777.12
Supply of 8 Way SPN DB with IP 30 Protection suitable for 8 Nos S.P out goings and for 1 No Incommer etc complete as per IS 8623; IS 13032; IEC 61439-3. Makes : As per list of recommended brands as category I.and as directed by the Engineer-In-charge.
1
1362
1362.24
Supply, Transportation and fixing of ........ LED Down lighter, suitable for Recessed / Surface mounting made of diecast alluminium body with powder coating, acrylic diffuser with Driver, operating voltage range of 150 to 265 Volts AC, P.F 0.9, Surge protection: 2KV, THD10% with high power LED's having efficacy of 120 lumins / watt, CCT: 3000K - 5700K, minimum CRI 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-3) etc., complete and as directed by the Engineer-In-charge. - 9W
4
762
3049.44
Supply of 48" (1200mm) Sweep ISI mark Ceiling Fan as per IS 374 - 1979 and, with double ball bearings, power input not more than 50W , air delivery more than 200 cubic meter/min but without Regulator and as directed by the Engineer-In-charge.
2
3916
7832.62
Supply of 9" (225mm), Light duty exhaust fan with double ball bearing and wire guard etc complete. and as directed by the Engineer-In-charge.
2
1981
3962.9
Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. and as directed by the Engineer-In-charge.
2
15726
31453.18
Supply and transportation of ......... 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 efficacy 120 lumines/watt, System efficacy 95lm/W and junction temprature 70°C, 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 and as directed by the Engineer-In-charge. - 45KW
2
4111
8223.46
Fabrication, Transportation and supply of 1.0 Mtr Length Single Arm Bracket made with MS galvanized 40mm / 50mm dia Pipe. and as directed by the Engineer-In-charge.
2
1738
3476.62
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
1800
1221
2198232
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)
1800
983
1769652
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
1800
914
1645218
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
9000
90
818010
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
4000
139
556000
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