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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 CrAccepted-AOC 27 19 F F D BLOCK CHATTARPUR EXTN SOUTH WEST DELHI DELHI 110075 | SOUTH WEST DELHI | DELHI | 110075 | ₹7.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹7.3 CrRejected-AOC 28 29 GALI NO 05 MAHABIR PARK 124507 | BAHADURGARH | JHAJJAR | HARYANA | 124507 | ₹7.3 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹7.4 CrRejected-AOC PLOT NO 844 PLOT NO 844 SECTOR 15 II URBAN ESTATE SUB TEHSIL WAZIRABAD GURGAON GURGAON HARYANA 122003 122003 | GURGAON | GURGAON | HARYANA | 122003 | ₹7.4 Cr | L3 | Rejected-AOC L3 |
| 4 | L4₹7.5 CrRejected-AOC H NO 12 N EXTENSION NEW PALAM VIHAR GURUGRAM H NO 12 N EXTENSION NEW PALAM VIHAR GURUGRAM 122001 | GURUGRAM | HARYANA | 122001 | ₹7.5 Cr | L4 | Rejected-AOC L4 |
| 5 | L5₹8.0 CrRejected-AOC SECTOR 13 489 489 SECTOR 13 URBAN ESTATE 136118 | KURUKSHETRA | HARYANA | 136118 | ₹8.0 Cr | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Rajesh Kumar L7 | Kulwant Singh L1 | Narender Singh Contractor L6 | Rambir Singh contractor L8 | M/s Sant Kripa Infra Tec Pvt. Ltd. L3 | CROSS ROAD BUILDCON PRIVATE LIMITED L9 | MS ASHOKA CONSTRUCTION COMPANY L5 | M/S DDR Buildtech L4 | Suresh Kumar L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Ns items | ||||||||||||
| 2.00 | Analysis of rate for making house hold connection of water supply damaged during excavation | 365 | Each | 2,500 ₹9.1 L | 665 ₹2.4 L | 700 ₹2.6 L | 400 ₹1.5 L | 600 ₹2.2 L | 750 ₹2.7 L | 1,200 ₹4.4 L | 630 ₹2.3 L | 1 ₹365 |
| 3.00 | Analysis of rate for making house hold connection of sewer line damaged | 370 | Each | 3,000 ₹11.1 L | 855 ₹3.2 L | 900 ₹3.3 L | 500 ₹1.9 L | 700 ₹2.6 L | 750 ₹2.8 L | 1,200 ₹4.4 L | 810 ₹3.0 L | 1 ₹370 |
| 4.00 | Providing, lowering, laying in trenches, alinging fixing in position and jointing Ductile iron (ISI
) marked K-9 grade SandS pipes as per IS 8329-2000(amended upto date with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985(exculding special accessories complete including material,labour,hydraulic testing and commissioning as per direction of Engineer. | 4,430 | Metre | 1,250 ₹55.4 L | 1,409 ₹62.4 L | 1,425 ₹63.1 L | 1,500 ₹66.5 L | 1,280 ₹56.7 L | 1,616 ₹71.6 L | 1,600 ₹70.9 L | 1,335 ₹59.1 L | 1,275 ₹56.5 L |
| 5.00 | Providing, lowering, laying in trenches, alinging fixing in position and jointing Ductile iron (ISI ) marked K-9 grade (150mm dia) SandS pipes as per IS 8329-2000(amended upto date with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985(exculding special accessories complete including material,labour,hydraulic testing and commissioning as per direction of Engineer. | 850 | Metre | 2,000 ₹17 L | 1,952 ₹16.6 L | 2,000 ₹17 L | 2,000 ₹17 L | 1,675 ₹14.2 L | 2,239 ₹19.0 L | 1,900 ₹16.1 L | 1,849 ₹15.7 L | 1,700 ₹14.4 L |
| 6.00 | Providing, lowering, laying in trenches, alinging fixing in position and jointing Ductile iron (ISI ) marked K-9 grade SandS pipes as per IS 8329-2000(amended upto date with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985(exculding special accessories complete including material,labour,hydraulic testing and commissioning as per direction of Engineer.
(200 mm Dia) | 770 | Metre | 2,500 ₹19.3 L | 2,565 ₹19.8 L | 2,700 ₹20.8 L | 3,000 ₹23.1 L | 2,100 ₹16.2 L | 2,943 ₹22.7 L | 2,200 ₹16.9 L | 2,450 ₹18.9 L | 2,270 ₹17.5 L |
| 7.00 | Providing, lowering, laying in trenches, alinging fixing in position and jointing Ductile iron (ISI ) marked K-9 grade SandS pipes as per IS 8329-2000(amended upto date with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985(exculding special accessories complete including material,labour,hydraulic testing and commissioning as per direction of Engineer.
(250 mm) | 210 | Metre | 3,400 ₹7.1 L | 3,401 ₹7.1 L | 3,300 ₹6.9 L | 3,600 ₹7.6 L | 3,200 ₹6.7 L | 3,902 ₹8.2 L | 3,200 ₹6.7 L | 3,224 ₹6.8 L | 2,800 ₹5.9 L |
| 8.00 | Provision for providing and fixing water supply connection from 300 mm to 800 mm Existing water supply pipe line complete in all respect. | 5 | NO. | 30,000 ₹1.5 L | 21,976 ₹1.1 L | 25,000 ₹1.3 L | 1,25,000 ₹6.3 L | 45,000 ₹2.3 L | 25,214 ₹1.3 L | 20,000 ₹1 L | 20,820 ₹1.0 L | 1,50,000 ₹7.5 L |
| 9.00 | Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1 :2:4 in benching, 12 mm thick
water tight 1 :2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal
painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1 :2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the
Engineer-in-charge of the works to the site of works. The rate also indude the cost of accurately planned and fitted centring, supports for all works as well as for all cuNes and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-in charge.
avg. depth 1.20 mtr | 120 | NO. | 24,500 ₹29.4 L | 17,751 ₹21.3 L | 18,000 ₹21.6 L | 21,000 ₹25.2 L | 24,000 ₹28.8 L | 20,367 ₹24.4 L | 20,000 ₹24 L | 16,817 ₹20.2 L | 15,000 ₹18 L |
| 10.00 | Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1 :2:4 in benching, 12 mm thick water tight 1 :2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1 :2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I.
manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also indude the cost of accurately planned and fitted centring, supports for all works as well as for all cuNes and special work, cleaning out their beds etc. sodium
silicate shall be supplied free of cost at the stores of the Engineer-in charge. | 80 | NO. | 24,500 ₹19.6 L | 29,290 ₹23.4 L | 30,000 ₹24 L | 30,000 ₹24 L | 27,000 ₹21.6 L | 33,606 ₹26.9 L | 25,000 ₹20 L | 27,748 ₹22.2 L | 25,000 ₹20 L |
Tender Value
₹8.3 Cr
EMD Value
₹16.6 L
Closing Date
4 Feb 2026, 12:00 pmClosed
SUNDER SINGH
Municipal Corporation Gurugram
Providing and Laying of water supply, Sewer line, Storm line and construction of streets in (Block AandF) Newly Approved Colony New Palam Vihar in ward 5, Division 2A, under MCG.
2026_HRY_497873_1
2026BEF88045 7C94 486C AA2A 3EA2ECC44B5D285ULB
Open Tender
Civil Works
580 days
Gurugram
2 documents required · 2 mandatory
₹10,000
₹16.6 L
Yes
11 Jun 2026
19 Jan 2026
4 Feb 2026
19 Jan 2026
4 Feb 2026
19 Jan 2026
Ns items
Analysis of rate for making house hold connection of water supply damaged during excavation
Analysis of rate for making house hold connection of sewer line damaged
Providing, lowering, laying in trenches, alinging fixing in position and jointing Ductile iron (ISI ) marked K-9 grade SandS pipes as per IS 8329-2000(amended upto date with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985(exculding special accessories complete including material,labour,hydraulic testing and commissioning as per direction of Engineer.
Providing, lowering, laying in trenches, alinging fixing in position and jointing Ductile iron (ISI ) marked K-9 grade (150mm dia) SandS pipes as per IS 8329-2000(amended upto date with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985(exculding special accessories complete including material,labour,hydraulic testing and commissioning as per direction of Engineer.
Providing, lowering, laying in trenches, alinging fixing in position and jointing Ductile iron (ISI ) marked K-9 grade SandS pipes as per IS 8329-2000(amended upto date with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985(exculding special accessories complete including material,labour,hydraulic testing and commissioning as per direction of Engineer. (200 mm Dia)
Providing, lowering, laying in trenches, alinging fixing in position and jointing Ductile iron (ISI ) marked K-9 grade SandS pipes as per IS 8329-2000(amended upto date with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985(exculding special accessories complete including material,labour,hydraulic testing and commissioning as per direction of Engineer. (250 mm)
Provision for providing and fixing water supply connection from 300 mm to 800 mm Existing water supply pipe line complete in all respect.
Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1 :2:4 in benching, 12 mm thick water tight 1 :2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1 :2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also indude the cost of accurately planned and fitted centring, supports for all works as well as for all cuNes and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-in charge. avg. depth 1.20 mtr
Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1 :2:4 in benching, 12 mm thick water tight 1 :2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1 :2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also indude the cost of accurately planned and fitted centring, supports for all works as well as for all cuNes and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-in charge.
Rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1 :2:4 in benching, 12 mm thick water tight 1 :2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1 :2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also indude the cost of accurately planned and fitted centring, supports for all works as well as for all cuNes and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-in charge
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HSR items as per DNIT
Providing and Laying of water supply, Sewer line, Storm line and construction of streets in (Block AandF) Newly Approved Colony New Palam Vihar in ward 5, Division 2A, under MCG.
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