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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 LAccepted-AOC F 83 GREEN PARK MAIN NEW DELHI 110016 | NEW DELHI | NEW DELHI | DELHI | 110016 | L1 | Accepted-AOC L1 | |
| 2 | L2₹56.7 L+₹6.8 L (13.7%)Rejected-Finance | L2 | Rejected-Finance Being not lowest tenderer | |
| 3 | L3₹58.9 L+₹9.0 L (18.1%)Rejected-Finance | L3 | Rejected-Finance Being not lowest tenderer | |
| 4 | L4₹65.4 L+₹15.6 L (31.2%)Rejected-Finance A 303 VEENA CGHS LTD PLOT NO 5D SECTOR 22 DWARKA NEW DELHI 110077 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110077 | L4 | Rejected-Finance Being not lowest tenderer | |
| 5 | Rejected-Technical SRS 43 POST OFFICE PALAM NASIRPUR VILLAGE SOUTH WEST NEW DELHI 110045 | SOUTH WEST DELHI | DELHI | 110045 | - | Rejected-Technical Reject |
Tender Value
₹62.8 L
EMD Value
₹1.2 L
Closing Date
8 Apr 2024, 6:00 pmClosed
CWE AF TUGHLAKABAD
HQ CWE AF TUGHLAKABAD AF STATION, TUGHLAKABAD PO SANGAM VIHAR NEWDELHI-110080
PROVN OF BOREWELL AND CONNECTED WORKS AND IMPROVEMENT TO WATER SUPPLY PIPELINE FROM STORAGE WATER TANKS TO INLET POINT OF BUILDING AT SEKHON VIHAR AF STN PALAM UNDER GE (AF) GURGAON NO.1
2024_MES_645994_1
CWE/TKD/GUR/TOKEN-93 OF 2023-24
Open Tender
Civil Works
Item Rate
270 days
GE (AF) GURGAON NO.1
AS per NIT conditions
8 documents required · 8 mandatory
₹1,000
GE (AF) GURGAON NO.1
₹1.2 L
Yes
10 Jun 2024
11 Mar 2024
10 Apr 2024
11 Mar 2024
8 Apr 2024
25 Mar 2024
Amount
Taking up or down unserviceable Steel Water Tubing 80mm bore(dia) in any situation, with Fittings and Connections, such as socket, elbow, tee, union,reducer socket,tee reducer etc including refixing the same after cleaning alongwith new fittings & connection such as socket, elbow, tee, union, reducer etc. complete all as specified and as directed.
S&F Galvanised Steel Water Tubing 80 mm Bore (dia), ‘Medium Grade’ with all Fittings, fixed on Walls, Ceiling or laid in Floors or any other situation such as socket, elbow, tee, union,reducer socket,tee reducer etc including taking down the unserviceable steel water tubing and removing from site complete all as specified and as directed. NOTE: - The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
Taking up or down unserviceable Steel Water Tubing 50mm bore(dia) in any situation, with Fittings and Connections, such as socket, elbow, tee, union,reducer socket,tee reducer etc including refixing the same after cleaning alongwith new fittings & connection such as socket, elbow, tee, union, reducer etc. complete all as specified and as directed.
S&F Galvanised Steel Water Tubing 50 mm Bore (dia), ‘Medium Grade’ with all Fittings, fixed on Walls, Ceiling or laid in Floors or any other situation such as socket, elbow, tee, union,reducer socket,tee reducer etc including taking down the unserviceable steel water tubing and removing from site complete all as specified and as directed. NOTE: - The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
Taking up or down unserviceable Steel Water Tubing 32mm bore(dia) in any situation, with Fittings and Connections, such as socket, elbow, tee, union,reducer socket,tee reducer etc including refixing the same after cleaning alongwith new fittings & connection such as socket, elbow, tee, union, reducer etc. complete all as specified and as directed.
S&F Galvanised Steel Water Tubing 32 mm Bore (dia), ‘Medium Grade’ with all Fittings, fixed on Walls, Ceiling or laid in Floors or any other situation such as socket, elbow, tee, union,reducer socket,tee reducer etc including taking down the unserviceable steel water tubing and removing from site complete all as specified and as directed. NOTE: - The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
Taking up or down unserviceable Steel Water Tubing 25mm bore(dia) in any situation, with Fittings and Connections, such as socket, elbow, tee, union,reducer socket,tee reducer etc including refixing the same after cleaning alongwith new fittings & connection such as socket, elbow, tee, union, reducer etc. complete all as specified and as directed.
S&F Galvanised Steel Water Tubing 25 mm Bore (dia), ‘Medium Grade’ with all Fittings, fixed on Walls, Ceiling or laid in Floors or any other situation such as socket, elbow, tee, union,reducer socket,tee reducer etc including taking down the unserviceable steel water tubing and removing from site complete all as specified and as directed. NOTE: - The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
Taking up or down unserviceable Steel Water Tubing 20mm bore(dia) in any situation, with Fittings and Connections, such as socket, elbow, tee, union,reducer socket,tee reducer etc including refixing the same after cleaning alongwith new fittings & connection such as socket, elbow, tee, union, reducer etc. complete all as specified and as directed.
S&F Galvanised Steel Water Tubing 20 mm Bore (dia), ‘Medium Grade’ with all Fittings, fixed on Walls, Ceiling or laid in Floors or any other situation such as socket, elbow, tee, union,reducer socket,tee reducer etc including taking down the unserviceable steel water tubing and removing from site complete all as specified and as directed. NOTE: - The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
Taking up or down unserviceable Steel Water Tubing 15mm bore(dia) in any situation, with Fittings and Connections, such as socket, elbow, tee, union,reducer socket,tee reducer etc including refixing the same after cleaning alongwith new fittings & connection such as socket, elbow, tee, union, reducer etc. complete all as specified and as directed.
S&F Galvanised Steel Water Tubing 15 mm Bore (dia), ‘Medium Grade’ with all Fittings, fixed on Walls, Ceiling or laid in Floors or any other situation such as socket, elbow, tee, union,reducer socket,tee reducer etc including taking down the unserviceable steel water tubing and removing from site complete all as specified and as directed. NOTE: - The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
S&F 20 mm Bore gun metalGlobe/Gate valves with iron wheel/Lever half turn fixed-in-repairs complete all as specified and as directed by Engineer in charge.
S&F 25 mm Bore gun metalGlobe/Gate valves with iron wheel/Lever half turn fixed-in-repairs complete all as specified and as directed by Engineer in charge.
S&F 32 mm Bore gun metalGlobe/Gate valves with iron wheel/Lever half turn fixed-in-repairs complete all as specified and as directed by Engineer in charge.
S&F 50 mm Bore gun metalGlobe/Gate valves with iron wheel/Lever half turn fixed-in-repairs complete all as specified and as directed by Engineer in charge.
S&F 80mm Bore gun metalGlobe/Gate valves with iron wheel/Lever half turn fixed-in-repairs complete all as specified and as directed by Engineer in charge.
S&F in repair 20 mm gun metal Pressure release valve with all fittings complete all as specified and as directed by Engineer in charge.
NOTE: for item No. 13 to 18 (i) : The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment (ii) All the valve shall be ISI marked. The Engr-in-Charge shall ensure that ISI marked valve shall only be used at site.
Taking down Cement Plaster from wall of any description from Brick/concrete surfaces including raking out Joints, hacking for Key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specified and as directed. (Note :- Rate included for four storey building including skefolding and all safety measures)
M&L for 15 mm thick rendering in CM 1:4 by using ready on brick or concrete surfaces mixed with integral water proofing compound as per manufacturer instruction , finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. Note :- Water proofing compound shall be measured & paid separately.
Supply only Liquid water proofing compound complete all as specified and as directed. Note: The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
M&L for preparation for newly plastered surface of wall and applying two coat of cement base paint including over a coat of primer on walls complete all as specified and as directed by Engineer-In-Charge.
Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles
M & L for brick work with sub class 'B' Bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 as in manholes/drain complete all as specified and as directed.
Removal of debris/malwa to a distance exc 10 Km but n exc 15.00 Km out side MD land and filling in low lying area complete all as specified and as directed.
Transportation of Reverse Rotary machine for drilling of the borewell to the site of borewell and removal of the drilling machine with all T&P and boring accessories after completion of borewell including site clearance complete all as specified and directed by Engr- in- charge.
M&L for drilling & Reaming the bore hole by Reverse Rotary rig method of size 350mm dia, in any type of strata including electrologging to find out potable water strata, prepration of site by cutting the grass bushes and leveling the same including disposal of soil from the site complete all as directed by En-gr incharge.
From Ground level to Upto 60 meter depth
From 60 meter Depth to upto 120 meter depth
From 120 meter Depth to upto 150 meter depth
Supply, lowering and welding MS ERW slotted housing pipe of size 200mm bore having thickness 8mm as per IS-4270:1992 and slot size 1.19mm and area of slot between 15 to 22% of screened area including welding of pipe complete all as specified and directed by Engr-in-Charge . Note: The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
Supply, lowering and welding MS ERW pipe of size 200mm bore having thickness 8mm as per IS-4270:1992 including welding of pipe complete all as specified and directed by Engr-in-Charge . Note: The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
Supply and pouring / packing washed pea gravells of size 1.6 mm to 4.76 mm round in shape around the linear assembly to the entire depth of bore hole upto ground level complete all as specified and directed by Engr in charge.
S&F housing clamp for 50mm dia pipe made out of flat iron 100 x 12mm thick with required bolts, nuts & washers including painting with two coats of black bitumenious paint over a coat of red oxide primer complete all as specified and directed.
M&L for well cap fabricated out of 6mm thick MS Sheet for 200mm dia bore pipe in two piece having 80mm dia hole in centre with external bracket of flat iron of size 100mm x 6mm thick complete with nuts, bolts and washers including painting with two coats of black bitumenious paint over a coat of red oxide primer complete all as specified and directed.
M&L for development of borewell by means of Revrese Rotary rig followed by compressor of min 250 PSI capacity and over pumping by Submersible pump of suitable capacity untill the sand free water obtained and carrying out necessary. Note:- (i) The Engr-in-Charge shall be present in person when the development of borewell is being made. (ii) The same shall be jointly signed by rep of contractor/contractor ad Engr-in-charge and shall from part of RAR/Bill. Not attaching may lead to non payment.
Material and Labour for yield testing of tubewell by a continuous Run with suitable equipment all as per IS 2800 Part II of 1979 including testing of water suitable for drinking purpose as per IS 10500 of 1991 from testing laboratory approved by GE and report shall be submitted to GE. The well shall be tested 24 hours continuous after development of the well to ascertain the yield. Note:- The report shall be forming of RAR.
M&L for chemical/ bacteriological analysis and potablity test of water obtained from borewell from any Govt approved lab and submitting the report in triplicate. Note:- The sample water shall be fwd to lab directly by Engr-in-charge and the payment shall be made by the contractor. The Engr-in-charge shall ensure that the report shal be directly collected from lab. The report shall be forming part of RAR/FB for claiming the payment. Non submission may lead to non payment.
M & L for precast Cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregate) in surrounding of casing pipe of required size including embedding housing clamp including necessary form work and eartn work. The Top and side of block shall be finished with 5mm thick plastering with cement mortar (1:3) complete all as directed by by Engr-in-Charge.
Supplying lowering and fixing flanged GI column pipe medium grade flanged and drilled ISI marked 50 mm bore as per IS 1239, 6 mtr in length having flanged slot cutting in Flange for passing of submersible cable including all jointing material such as bolts nuts washers and packing sheets and connection complete all as specified and as directed by Engr-in-charge.
M&L PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregate) in foundations, filling and mass concrete all as specified and directed by Engr-in-Charge.
M&L PCC 1:2:4 type B2 (using 40mm graded crushed stone aggregate) in foundations, filling and mass concrete all as specified and directed by Engr-in-Charge.
Supply and fixing MS bail plug of size 200mm dia fixed and welded complete all as specified and directed.
Supply only sample strata box with glass cover 3mm thick and having internal dimensions 1000 x600 x 100mm (LxBxD) made out of 20mm thick shisham plank with hinges, hasp, and staples including Strata chart (in duplicate) complete all as specified and directed by Engr in charge. Note:-The photographes of item shall be submitted alongwith RAR/FB for claiming the payment. Non submission may lead to non payment.
Supply installation , lowering , testing and commissioning of 10 stage 10 Hp/ 7.5 KW submersible pumping set with out let dia of pump set (2") 50 mm discharge capacity 0-430 LPM, head range 53-123 meter complete with suitable submersible motor 3 phase 415 volts complete all as specified and directed.
Supply and laying/fixing cable submersible with copper conductor 3 core 1100 volts grade 6 Sqmm cross sectional area Stranded confirming to relevant IS Complete all as specified and directed.
Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 50 sq mm 3.5 core complete all as specified and directed. Note:- for item No. 44 & 45 Note: The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
M&L for earthing complete with Galvanised steel earth plate electrode 600 x 600 x 6 mm buried directly in the ground vertically to depth not less than 2.25 Mtr below the ground level with the top edge of earth plate, depth not less than 1.5 Mtr below the ground level connected to GI earth strip of 25mm x 4 mm size by means of bolts, nuts and washers protected by GI tubing light grade 40 mm dia uptoTest point 20 mm dia watering pipe with funel & wire mesh, PCC pit in PCC 1:2:4 using 20 mm stone aggregates chamber 40 mm thick RCC cover slab (1:2:4) type B-1 using 20 mm graded stone aggregates complete all as specified and shown in electrical plate No.3 of SSR Part-I including earth work in any type of soil ,removal of surplus soil and providing charcol dust & salt layers all around the earth plate upto 15 cm all as required specified & directed by engr in charge ( Note:- Up to 7.5 Mtr length of pipe of 40 mm dia and GI strip shall be deemed to be included in unit rate quoted by tenderer GI pipe and GI strip beyond 7.5) will be measured separately under respective item
Supply, Installaiton, commosioning and testing LT panel outdoor cucbical floor mounted type made out of 3.15mm thick CRCA sheet, mounted on MS angle iron of 50x50x6mm having length 80cm long ( 30cm to be grouted in PCC) duly powder coated complete with bus bar 200 amps rating made of Copper strip duly drillled holes for connections and mounted on epoxy based post insulators for 3 phase 4 wire 415 volts 50Hz power supply system including necessary earth work and suitable for housing the following :- Note: The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
M&L for DI special such as tees, bends of any sizes and radius, tapers, colars, tail piece caps and plug upto 150 mm bore complete all as specified. Note: The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
M&L for run lead joint including preparatons of ends , provn of hemp/yarn gasket and pig lead filling and proper caulking for CI/DI pipe of 100mm bore complete all as specified and directd by Engr-in-charge.
Supply, laying, jointing and testing DI pipe K-7 of size 100 mm internal dia with spigot and socket end including tyton joints complete all as specified and directed. Note: The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
M & L for cast iron sluive valve of size 100 mm dia class PN 1.6 confirming to IS-14846 flanged and drilled hole having stainless steel spindle with cast iron wheel at top complete with nut, bolts, washer and rubber gasket including taking out old Unserviceable sluice valve all as specified and directed. Note: The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment
Material and labour for cutting of existing CI/DI pipe line of size 100mm/80mm dia bore (supply main) and making connection by inserting CI Tee/CI collar etc and connecting to new DI Pipe line 100 mm dia complete all as specified and as directed by Engr-in-charge. Note :- Run lead joint, excavation earth work, CI specials measured and paid for separately.
S&F CI non return valve of size 100 mm dia , horizontal flanged end confirming to IS-5312 incluindg nut, bolt, washer and rubber gasket and taking out old unserviceable Non return valve and remove form site complete all as specified and directed.
Excavation in trenches in soft/loose soil not exceeding 1.50 Mtrs wide and not exc. 1.5 Mtr deep and getting out for taking out/laying cable, poles & stay etc, complete all as specified and as directed by Engineer-in-Charge.
Returning, filling in including spreading leveling, watering and well ramming in layers not exc 25 cm thick after the cable have been laid tested complete all as specified and as directed by Engineer-in-Charge.
Removal of excavated surplus soil to a distance n exc. 50 Mtrs and depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and as directed by Engr-in-charge.
M&L for sand cushioning to under ground cable provided with layer of sand (8cm deep before laying the cable and 15 cm deep after laying the cable ie total 23 cm) and 18cm punnd thickness shall be paid complete all as specified and as directed.
M&L for old size , burnt brick, sub class 'B', laid in trenches, abutting each other with a gap not exceeding 10 mm , vertically over the cable for cable protection complete.
Schedule of Credit
M/S Parshant Associates
P R Constructions
Ridhi engineers and builders
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