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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 CrAdmitted-Finance L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | ₹7.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.2 Cr+₹88.3 L (12.1%)Admitted-Finance N I T NO EE M III WZ 2025 26 TC 72 | GURUGRAM | HARYANA | 122008 | ₹8.2 Cr+₹88.3 L (12.1%) | L2 | Admitted-Finance |
| 3 | L3₹8.5 Cr+₹1.1 Cr (15.6%)Admitted-Finance NO 9 6 203 1 G2 DURGA BHAVANI NAGAR CHAMPAPET HYDERABAD 500059 | HYDERABAD | TELANGANA | 500059 | ₹8.5 Cr+₹1.1 Cr (15.6%) | L3 | Admitted-Finance |
| 4 | L4₹11.0 Cr+₹3.7 Cr (50.3%)Admitted-Finance 1 225 5 6 SADAR BAZAR DELHI CANTT 110010 | NEW DELHI | DELHI | 110010 | ₹11.0 Cr+₹3.7 Cr (50.3%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not fulfilling the eligibility criteria. |
| Sl No | Description | Qty | Unit | R K GOEL ABHEY KUMAR JAIN L2 | NSC Projects Pvt. Ltd. L1 | M P TYAGI ENGINEERS AND CONTRACTORS L4 | M/S GDR CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|
| 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 | 29 ₹1,740 Lowest | 150.43 ₹9,025.8 | 199 ₹11,940 | 35 ₹2,100 |
| 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 | 999 ₹8,991 | 800 ₹7,200 Lowest | 3,999 ₹35,991 | 1,550 ₹13,950 |
| 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 | 89 ₹44,500 | 45 ₹22,500 Lowest | 99 ₹49,500 | 45 ₹22,500 Lowest |
| 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 | 1,699 ₹8,49,500 | 550 ₹2,75,000 Lowest | 2,999 ₹14,99,500 | 2,000 ₹10,00,000 |
| 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 | 99 ₹29,700 | 60 ₹18,000 | 1,999 ₹5,99,700 | 55 ₹16,500 Lowest |
| 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 | 3,199 ₹9,59,700 | 1,050 ₹3,15,000 Lowest | 4,999 ₹14,99,700 | 4,000 ₹12,00,000 |
| 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 Lowest | 25 ₹20,000 | 49 ₹39,200 | 25 ₹20,000 |
| 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 | 149 ₹1,19,200 | 65 ₹52,000 Lowest | 499 ₹3,99,200 | 250 ₹2,00,000 |
| 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 | 3,999 ₹15,99,600 Lowest | 11,500 ₹46,00,000 | 7,999 ₹31,99,600 | 4,600 ₹18,40,000 |
| 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 | 2,799 ₹22,39,200 Lowest | 3,250 ₹26,00,000 | 4,999 ₹39,99,200 | 3,200 ₹25,60,000 |
Tender Value
₹8.8 Cr
EMD Value
₹7.7 L
Closing Date
9 Jan 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_1
CEDZ/TOKEN-36 OF 2025
Open Tender
Civil Works
Item Rate
270 days
Delhi Cantt-10
As per NIT
10 documents required · 10 mandatory
₹3,000
GE P East
₹7.7 L
Yes
5 Mar 2026
28 Nov 2025
14 Jan 2026
28 Nov 2025
9 Jan 2026
26 Dec 2025
28 Nov 2025 - 5 Dec 2025
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.
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.
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.
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.
Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified and directed.
M&L for applying evenly tack coat with using paving bitumen VG-10 at the rate of 5 Kg per 10 Sqm on prepared black top surfaces, complete all as specified and directed.
M&L for bituminous premixed asphaltic dense concrete 30mm 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.Notes for recarpeting : (a) Preparation of mix in hot mix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible for maintaining the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these items shall include for carrying out the works with deployment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable on this account.
M&L for applying 2.5mm thick road marking strips/lines/dashes/arrows/letters (retro-reflective) of specified shade/colour using hot thermosplatic material by fully/semi automatic thermoplastic paint applicator machine fitted with profiles shoes glass beads dispenser propane tank heater and profile shoes driven by experienced operator on road surface including cost of materials labour etc on new/old road surface including T&P cleaning the road surface of all dirt seals, oil, grease and foreigh material etc complete all as specified and directed. Notes :- (i) The rates shall be inclusive of mixing glass beads (ballotini) in thermoplastic material. (ii) The quantity of ballotini included/mixed during the manufacture of material should not be less than 20% by mass of mixture or applied to the surface of the thermoplastic immediately application is complete @ 300 grms / sqm as directed by Engr -in-Charge. The ballotini shall comply with BS6088 : 1981 (1993) "Specification for Solid Glass Beads for use with Road Marking".
Dismantling road STUD (CAT eyes), solar studs, refelective convex mirror, speed bump of any size complete all as specified and directed.
S&F road STUD (CAT eyes) of size 100x100x20mm made of polycarbonate with electronically welded prismatic retro- reflective lens panel of approved colour on both side for maximum retro reflection in wet and dey condition non breakable dust proof type fixed with epoxy chemical nails screws and clamps, complete all as specified and directed.
Demolition of unreinforced cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level), complete all as specified & directed.
M&L for 100 mm thick PCC 1:4:8 type D-2, using 40mm graded crushed stone aggregate as in sub base, complete all as specified and directed.
M&L for painting of one coat waterbased exterior emulsion paint over kerb stone in white/yellow/black/red shade including cleaning/preparation of the old surface laid complete all as specified & directed.
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