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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-AOC BUILDING NO FLAT NO 19 6TH CROSS ROAD SANJEEVINI NAGAR MUDALAPALYA BANGALORE 560072 | BANGALORE | BANGALORE | KARNATAKA | 560072 | ₹1.3 Cr | 1 | Accepted-AOC Being lowest and reasonable rates |
| 2 | 2₹1.3 Cr+₹2.6 L (2.07%)Rejected-Finance A 303 VEENA CGHS LTD PLOT NO 5D SECTOR 22 DWARKA NEW DELHI 110077 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110077 | ₹1.3 Cr+₹2.6 L (2.07%) | 2 | Rejected-Finance Not being a lowest tenderer |
| 3 | 3₹1.4 Cr+₹14.8 L (11.7%)Rejected-Finance | ₹1.4 Cr+₹14.8 L (11.7%) | 3 | Rejected-Finance Not being a lowest tenderer |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
30 Aug 2022, 6:00 pmClosed
CWE U
HQ CWE U Delhi Cantt 110010
PROVN OF RING MAIN SYSTEM FOR INTERCONNECTING DIFFERENT PUMP HOUSES FOR EFFECTIVE RATIONALIZATION OF DRINKING WATER SUPPLY UNDER GE U WATER SUPPLY DELHI CANTT 10
2022_MES_541203_1
89037/CWE(U)/D-10/2022-23/E8
Open Tender
Civil Works - Water Works
Item Rate
180 days
Delhi Cantt
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Yes
GE U Water Supply
₹2.2 L
Yes
6 Sept 2022
27 Jul 2022
1 Sept 2022
27 Jul 2022
30 Aug 2022
18 Aug 2022
Amount
Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level all as specified and as directed.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 Cm thick soft / loose soil all as specified and as directed.
Removing excavated material (Soils) from site to a distance not exc 50 M away and depositing where directed at a level not exc 1.5mtr above the starting point all as specified and as directed.
Supplying, laying, jointing, testing and commmisioning of DI Pipe as per IS 8329, class K-7 with inside cement mortar lining with spigot and socket ends laid in trenches including rubber tyton joints complete all as specified and as directed at site for the following sizes :- Note : - Joints shall be measured and paid for separetely under respective item of this BOQ.
100 mm bore
150 mm bore
Boring holes under road pavement manually in any type of soil upto 200 mm bore. Complete all as specified and directed.
Labour for cutting of RCC/brick wall in the position for insertion of new pipe of size upto 150mm bore including making good the existing surface leak proof and to match the original surface complete all as specified and as directed.
Supplying, laying, jointing, welding & testing MS Pipe (Heavy duty class 'C') laid in trenches or on floors for connections to centrifugal pump sets for suction, pump to header and to connect out going water main CI/DI pipe line complete all as directed. Note:- MS Flanges and Flange joints complete with jointing materials shall be measured and paid for separetely under respective item of this BOQ.
100 mm bore
150 mm bore
Supplying and fixing, MS flanges of 100 mm bore not less than 16 mm thick duly welded on ends of MS pipe all as specified and directed.
Supplying and fixing MS flanges of 150 mm bore not less than 16 mm thick duly welded on ends of MS pipe all as specified and directed.
Supply, fixing, jointing & testing butterfly valve (wafer type) of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, complete all as specified and as directed. Note:- Jointing material shall deemed to be included in the unit rate of this item.
100 mm bore
150 mm bore
Supply, fixing, jointing & testing Cast Iron Air release Valve with single air Outlets, conforming to IS 14845 of size150 mm dia bore and fixing up in Cast Iron/Ductile iron pipe water supply mains including all required fittings as per site as per mentioned size all as specified and as directed. Note:- Jointing material shall deemed to be included in the unit rate of this item.
Material and labour for Run lead joint including jointing material for CI/DI pipe of following size/bore :-
100 mm bore
150 mm bore
Material and Labour for DI fittings specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs upto 150mm dia bore confirming to IS: 1538-1993 complete all as specified and directed.
Supply, installation and testing of flanged ends water meter of following sizes ISI marked woltman type, Class 'B' and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclined/vertical position complete all as specified and directed. Note :- Flange joints including jointing materials shall deemed to be included in the unit rate of this item.
Supply, installation and testing flanged ends strainer/dirt box of following sizes with stainless steel mesh suitable for cold water meter to avoid foreign material entering into meter and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/vertical position complete all as sepcified and as directed. Note :- Flange joints including jointing materials shall deemed to be included in the unit rate of this item.
Contruction of valves pit chamber having internal dimension 90cmx90cmx90cm (internal height) with PCC (1:4:8) using 40mm graded stone aggregate for fdn (15mm thick), 23 cm brick wall in cement mortar 1:4, 10mm thick rendering all around the brick work in cement mortar 1:6, PCC (1:2:4) type B1 coping with 20mm graded aggregate for grounting MS frame including 3.15 mm thick MS top sheet cover with locking arrangement including 50 mm pad lock ISI marked of approved make with triple key arrangements. MS frame made out of 40x40x6mm thick angle iron including painting of steel surface with two coats of red oxide primer as finishing coat including necessary excavation in any type of soil, returning filling in and removal of surplus soil to a distance not exc 50mtrs all as specified and shown on drg No. CWE(U)/D-1/86 sheet No. 1/1 complete all as specified and directed
M&L for construction of valves pit chamber having dimension 120 cm X 120cm x 120cm (internal height ) with PCC (1:4:8) type D2 (using 40mm graded stone aggregate) for foundation 15 cms thick, brick wall 23 cm thick built in CM (1:4), 10mm thick rendering all around the brick with 1: 6 cement mortor, PCC (1:2:4) type B1 (using 20 mm graded stone aggergate) as in coping for grouting MS frame including 3.15 mm thick MS top sheet cover with locking arragnement, 50 mm pad lock ISI marked of approved make with triple key arrrangements, MS frame made out of 40 X 40X 6mm thick angle iron including painting the steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation in any type soil, returning, filling in and removal of surplus soil to a distance not exceeding 50mtrs all as specified and shown on drg No.CWE(U)/D-1/86 sheet No-1/1 and as directed.
Supply, fixing, jointing & testing Cast Iron Sluice Valve of following dia bore as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, confirming to IS 14846 -2000, having stainless steel spindle with cast iron operation wheel at top complete all as specified and as directed. Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.
M&L for painting on steel and iron surfaces with two coat of synthetic enamel paint as per existing colour scheme or pattern after preparation of old painted surface of any description over 10 cm in width or girth complete all as specified and as directed.
Making bore hole under the road in any type of soil through trenchless technology by HDD (horizontal direction drilling method) including perparing and setting up the plant and euipment, perparing new pipe work like excavation shoring/ strutting etc drilling, stringing reaming pulling back the new work on the path alignment proper disposal of drilling fluid and the ground penetrating radar survey to protect existing utilities at the pipe installation location restoration of site after completion all inclusive as per IndSTT No 2.3 2.2 second edition 2008 code of practice of trenchless technology suitting indian condition for making horizontal bore size of 400 mm dia suitable for HDPE pipe insertion under the road crossing hard standing including HDPE pipe size 300 mm nominal bore 28.30 mm minimum wall thickness of grade PE 80 for protection of MS pipe to any depth all as specified and directed. Note : MS pipe of suitable bore shall be measured and paid for seperately under respective item of this BOQ.
M&L for PCC (1:2:4) type B-I (with 20mm graded aggregate) as in coping, grounting, finished even and smooth without using extra cement as on brick work/plastering/flooring complete all as specified and as directed.
Labour for cutting of MS/DI pipe in the position for reducing to required length for insertion of new tees, branches etc of 100 mm to 150 mm bore complete all as specified and as directed.
Ridhi engineers and builders
Water Power Engg. Enterprises
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