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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | First₹1.4 CrAccepted-AOC NOT AVAILABLE | ₹1.4 Cr | First | Accepted-AOC Responsive bidder |
| 2 | Rejected-Technical | - | - | Rejected-Technical Due to bidder has not submitted Annual Financial Turn Over as per DNIT Clause 3 b |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
14 Sept 2020, 4:00 pmClosed
Executive Engineer DWSS Moga
Room No. 313 3rd Floor Jhelum Chenab Complex DAC Moga
Prov. and laying of pipelines, installation of House connections and civil works in village Rode (MH), Rode Sarja and G.T.B. Garh OHs Block Bagha Purana, Distt. Moga
2020_WB_50880_1
PRWSSIP/2020/Rode
Open Tender
Civil Works - Water Works
Item Rate
180 days
Village Rode
Please refer Tender documents.
8 documents required · 8 mandatory
₹1
TIA
₹2.2 L
20 Feb 2021
20 Jul 2020
14 Sept 2020
20 Jul 2020
14 Sept 2020
20 Jul 2020
Amount
Repair of existing pump chamber.
Providing & fixing angle iron pickets with angle 40mm x40mm x 6mm including cost of concrete block & painting complete in all respects as per standard Drawing D-8
Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing D-7
Providing & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard Drawing D-6 & 8
Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing D-3
Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing with including D-4 complete in all respects.
Providing proposed water connection to house hold up to wall with providing, laying jointing, testing MDPE/GI pipe lines 15mm i/d=4.50 mtr,(2.00+2.50 Mtr.) including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in the ground and ISI marked 10mm i/d GM ferrule as per IS: 2692 and 3" i/d Upvc clamp complete.
New Household Connections proposed On Existing / replaced Pipeline
Providing proposed water connection to house hold up to wall with providing, laying jointing, testing MDPE/GI pipe lines 15mm i/d=4.50 mtr, (2.00+2.50 Mtr.) including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in the ground and ISI marked 10mm i/d GM ferrule as per IS: 2692 and 3" i/d uPVC clamp complete.
New Household Connections on new pipe line
Providing, Laying, fixing & jointing of PVC Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Tranches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing including excavation & back filling complete as per specifications for less than 3 mtr street width. With Mannual means (CSR item 28.1, 28.13 & 28.18)
xii) PVC Pipe Line 63mm o/d 6 kgf/sq.cm
xiv) PVC Pipe Line 90mm o/d 6 kgf/sq.cm
xv) PVC Pipe Line 110mm o/d 6 kgf/sqcm
xvi) PVC Pipe Line 160mm o/d 6 kgf./sqcm
Providing, Laying, fixing & jointing of PVC Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Tranches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing including excavation & back filling complete as per specifications for more than 3 mtr street width. With Mechanical means(CSR item 28.2, 28.13 & 28.18)
xii) PVC Pipe Line 63mm o/d 6 kgf/sq.cm
xiv) PVC Pipe Line 90mm o/d 6 kgf/sq.cm
xv) PVC Pipe Line 110mm o/d 6 kgf/sqcm
xvi) PVC Pipe Line 160mm o/d 6 kgf./sqcm
xviii) PVC Pipe Line 250mm o/d 6 kgf./sqcm
Excavation manually in trenches with straight or open cutting in built up street/ lane having wall to wall width of street/ lane upto 3.0 metre, for intramural sullage drains, extramural intercepting drains and outfall drains, storm water channels and other work contingent or incident thereto, to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic. Providing and fixing and maintenance of caution boards, fencing, night signals, for leads upto 15m and for all lifts and subsequent refilling, watering and dressing upto groung level, including removal of surplus spoil from the site upto 15 metre distance complete in all respects. Depths upto 2. metre B.G.L. (This item will be executed in drains on both sides of village phirni road) CSR item 29.1 A
For ordinary gravel soil having gravel upto 40%
Extra for Carriage of material (removal of surplus spoil from the site beyond 15 metre distance to 0.50 Kms) (This item will be executed in drains on both sides of village phirni road) (CSR item 5.1)
Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish.(Only for dismantled material) 4112x0.30x0.15 =185.40 say 186 cum
Hand boring Horizontly for crossing of pipe under road or any other obstacle by using Auger/Bocki method.Including excavation, stringing and jointing pipe upto 160mm complete. (This item will be executed in drains on both sides of village phirni road) (CSR item 28.71)
Providing, Stringing out PVC pipes ISI Marked as per ISI-4985 ( ISI marked with the prior approval of engineer-in-charge) along the trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. (This item will be executed in drains on both sides of village phirni road) (CSR item 28.13 & 28.18)
PVC Pipe Line 63mm o/d 6 kg/sq.cm
PVC Pipe Line 90mm o/d 6 kg/sq.cm
PVC Pipe Line 110mm o/d 6 kg./sqcm
PVC Pipe Line 160mm o/d 6 kg./sqcm
PVC Pipe Line 200mm o/d 6 kg./sqcm
Extra for Carriage of material (Providing and filling sand around the various sizes of pipes in trenches) (This item will be executed in drains on both sides of village phirni road) (CSR item 5.2)
Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. 5.0 Km (5.2(i)
Extra for Compensation for earth taken from private land. (This item will be executed in drains on both sides of village phirni road) (CSR item 6.4)
Cement concrete 1:8:16 with brick blast 40mm gauge using concrete mixture volumetric type . (This item will be executed in drains on both sides of village phirni road) (CSR item 10.6a)
Cement concrete 1:2:4 with stone blast or shingle. (This item will be executed in drains on both sides of village phirni road) (CSR item 10.12
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & inserting sheet, all carriage complete (with the approval of Engineer-in-charge) Class PN-1 as per ISI (CSR item 28.27(A)
80 mm i/d Sluice Valve flanged
100 mm i/d Sluice Valve flanged
150 mm i/d Sluice Valve flanged
200 mm i/d Sluice Valve flanged
Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. (CSR item 28.66a)
Size (0.60 x 0.60 mtr)
Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.
Dismantling of metallic road with bituminous coruse 50 to 75 mm thick C.C. 1:8:16 and making good the same to its original condition complete in all respacts as per analysis A-26. NOTE:- Contractor shall quote rates only for dismantling mattle road and back filling with excavated earth, fully compacted. The restoration of the mattled road to its original condition will be done by the concerned department i.e. PWD (B&R)/PMB/Pnnchayti Raj.
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