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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 CrAdmitted-Finance N I T NO EE M III WZ 2025 26 TC 72 | GURUGRAM | HARYANA | 122008 | ₹10.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.6 CrAdmitted-Finance FARIDABAD | FARIDABAD | HARYANA | 121001 | ₹11.6 Cr | L2 | Admitted-Finance |
| 3 | L3₹16.0 CrAdmitted-Finance | ₹16.0 Cr | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R K GOEL ABHEY KUMAR JAIN L1 | Ram Parkash Constructions Pvt. Ltd. L3 | ASSOCIATED CONSTRUCTION CO. L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 60 | Sqm | 9 ₹540 | 45 ₹2,700 | 29 ₹1,740 |
| 2.00 | M&L Moorum/red bajri filling for berms spreading in layers n exc. 15 cm thick,spread,levelled rammed on sides of road including watering etc complete all as specified and directed. | 9 | Cum | 1,299 ₹11,691 | 2,300 ₹20,700 | 1,299 ₹11,691 |
| 3.00 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 Sqm, n. exc 50mm deep complete all as specified and directed. | 500 | X Sqm | 99 ₹49,500 | 42 ₹21,000 | 79 ₹39,500 |
| 4.00 | Material, laying, compacting & not exceeding 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with 8 to10 ton vibratory power roller of capacity 80-100 KN static weight and consolidating to required gradient and camber, complete all as specified and directed.
Note : The finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013. | 500 | X Sqm | 1,499 ₹7,49,500 | 300 ₹1,50,000 | 2,299 ₹11,49,500 |
| 5.00 | Scarifying or picking gravelled macadam or bituminous macadam surface in area not exceeding 400 Sqm exceeding 50mm and not exceeding 100mm deep complete all as specified and directed. | 300 | X Sqm | 129 ₹38,700 | 80 ₹24,000 | 99 ₹29,700 |
| 6.00 | Material, laying & compacting 150 mm thick (compacted thickness) in two layers 75 mm each Wet Mix Macadam (WMM) grading as per table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with 8 to 10 ton vibratory power roller of capacity 80-100 KN static weight and consolidating to required gradient and camber, complete all as specified and directed.
Note : The finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013. | 300 | X Sqm | 2,799 ₹8,39,700 | 500 ₹1,50,000 | 3,999 ₹11,99,700 |
| 7.00 | Preparing WBM / WMM surfaces by brushing with wire brushes for removing cacked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc complete all as specified and directed. | 800 | X Sqm | 19 ₹15,200 | 75 ₹60,000 | 19 ₹15,200 |
| 8.00 | M&L for applying evenly a priming coat with bituminous primer using paving bitumen VG-10 at the rate of 10 kg per 10 sqm on WMM surface and preparation of surface, complete all as specified and directed. | 800 | X Sqm | 239 ₹1,91,200 | 90 ₹72,000 | 399 ₹3,19,200 |
| 9.00 | M&L for Premix bituminous macadam with 4% paving using bitumen VG-30 paving grade (50 -70 penetration) bitumen binder, laid/rolled and compacted to required gradient and camber (consolidated thickness upto maximum 75 mm) complete all as specified and directed. | 400 | Cum | 6,999 ₹27,99,600 | 12,500 ₹50,00,000 | 5,499 ₹21,99,600 |
| 10.00 | M&L for bituminous premixed asphaltic dense concrete 40 mm consolidated thickness, using paving bitumen VG-40 with 5.5% binder content by weight of total mix spread by means of self propelled mechanical spread/paver rolled and compacted to required camber and gradient by using Tandem vibratory steel wheel static steel wheel and pneumatic tyre rollers capacity 8 to 12 tonne, complete all as specified and directed. | 800 | X Sqm | 4,059 ₹32,47,200 | 6,600 ₹52,80,000 | 3,900 ₹31,20,000 |
Tender Value
₹8.8 Cr
EMD Value
₹7.7 L
Closing Date
13 Jun 2026, 6:00 pmClosed
HQ Chief Engineer Delhi Zone
HQ Chief Engineer Delhi Zone Delhi Cantt-10
REPAIR RECARPETING OF ROADS AND PAVING AREA IN DELHI CANTT UNDER GE P EAST, DELHI CANTT10
2025_MES_741471_2
CEDZ/TOKEN-36 OF 2025
Open Tender
Civil Works
270 days
Delhi Cantt-10
As per NIT
10 documents required · 10 mandatory
₹3,000
GE P East
₹7.7 L
Yes
1 Jul 2026
23 May 2026
18 Jun 2026
23 May 2026
13 Jun 2026
30 May 2026
23 May 2026 - 27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 60 | Sqm | - | - |
| 2 | M&L Moorum/red bajri filling for berms spreading in layers n exc. 15 cm thick,spread,levelled rammed on sides of road including watering etc complete all as specified and directed. | 9 | Cum | 1 | ₹9 |
| 3 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 Sqm, n. exc 50mm deep complete all as specified and directed. | 500 | X Sqm | 2 | ₹1,000 |
| 4 | Material, laying, compacting & not exceeding 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with 8 to10 ton vibratory power roller of capacity 80-100 KN static weight and consolidating to required gradient and camber, complete all as specified and directed.
Note : The finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013. | 500 | X Sqm | 3 | ₹1,500 |
| 5 | Scarifying or picking gravelled macadam or bituminous macadam surface in area not exceeding 400 Sqm exceeding 50mm and not exceeding 100mm deep complete all as specified and directed. | 300 | X Sqm | 4 | ₹1,200 |
| 6 | Material, laying & compacting 150 mm thick (compacted thickness) in two layers 75 mm each Wet Mix Macadam (WMM) grading as per table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with 8 to 10 ton vibratory power roller of capacity 80-100 KN static weight and consolidating to required gradient and camber, complete all as specified and directed.
Note : The finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013. | 300 | X Sqm | 5 | ₹1,500 |
| 7 | Preparing WBM / WMM surfaces by brushing with wire brushes for removing cacked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc complete all as specified and directed. | 800 | X Sqm | 6 | ₹4,800 |
| 8 | M&L for applying evenly a priming coat with bituminous primer using paving bitumen VG-10 at the rate of 10 kg per 10 sqm on WMM surface and preparation of surface, complete all as specified and directed. | 800 | X Sqm | 7 | ₹5,600 |
| 9 | M&L for Premix bituminous macadam with 4% paving using bitumen VG-30 paving grade (50 -70 penetration) bitumen binder, laid/rolled and compacted to required gradient and camber (consolidated thickness upto maximum 75 mm) complete all as specified and directed. | 400 | Cum | 8 | ₹3,200 |
| 10 | M&L for bituminous premixed asphaltic dense concrete 40 mm consolidated thickness, using paving bitumen VG-40 with 5.5% binder content by weight of total mix spread by means of self propelled mechanical spread/paver rolled and compacted to required camber and gradient by using Tandem vibratory steel wheel static steel wheel and pneumatic tyre rollers capacity 8 to 12 tonne, complete all as specified and directed. | 800 | X Sqm | 9 | ₹7,200 |
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