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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹84.9 LAccepted-AOC | L-1 | Accepted-AOC Being L-1 | |
| 2 | L-2₹96.9 L+₹11.3 L (13.2%)Rejected-AOC 27 19 F F D BLOCK CHATTARPUR EXTN SOUTH WEST DELHI DELHI 110075 | SOUTH WEST DELHI | DELHI | 110075 | L-2 | Rejected-AOC Other than L-1 | |
| 3 | L-3₹98.9 L+₹13.4 L (15.6%)Rejected-AOC | L-3 | Rejected-AOC Other than L-1 | |
| 4 | L-4₹1.1 Cr+₹23.0 L (26.9%)Rejected-AOC | L-4 | Rejected-AOC Other than L-1 |
| Sl No | Description | Qty | Unit | M/s DATAAR BUILDERS L4 | shree balaji builders L3 | BAL SINGH AND SONS L1 | KULWANT SINGH L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Preparation of black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specifed and directed by Engineer-in-Charge. | 850 | TEN SQUARE METRE | 10 ₹8,500 Lowest | 25 ₹21,250 | 10 ₹8,500 Lowest | 80 ₹68,000 |
| 2.00 | Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bitumenous surface as specified in Table 500-5 of MoRT&H specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specifed and directed by Engineer-in-Charge. | 850 | TEN SQUARE METRE | 250 ₹2,12,500 | 220 ₹1,87,000 | 200 ₹1,70,000 | 90 ₹76,500 Lowest |
| 3.00 | M&L for Bitumenous concrete (BC) 30 mm thick (consolidated thickness) layer confirming to clause 507 of MORT&H specifications for road and bridge work (Fifth Revision) including cost of coarse aggregates, fine aggregates, filler with 5.4 % binder (VG-30) contents by weight of total mix, crushed aggregate of grading 2, anti stripping agent, warm mix additives (quantity, quality and grade as per the approved job mix formula) etc, cleaning and pre-heating of the mineral aggregate, filler & bitumen of specific temperature throughly mixing with binder of specified bitumen contact, anti stripping agent, warm mix additives as per mix design in hot mix plant (batch type) of 100-120 TPH capacity, carrying the hot mixed materials by means of tipper, trucks or any other approved and and suitable arrangements, laying and hot premixed materials over the prepared surface by means of paver finisher
......Contd.. | 850 | TEN SQUARE METRE | 3,990 ₹33,91,500 | 3,350 ₹28,47,500 | 3,000 ₹25,50,000 | 2,950 ₹25,07,500 Lowest |
| 3.01Contd.. including manual operation as and when required for proper grade, including level and camber through rolling with power roller 8 to 12 tonnes smooth wheeled, vibratory and tendom roller with necessary hand packing and pinning to give an even surface including running expense of all plants and machineries, inclusive of proper traffic control during laying to the satisfaction of Engineer-in-charge, required quality control tests at required interval etc complete in all respects complete all as specified and as directed by Engineer-in-Charge. Notes : (i) Job Mix formula as per clause No. 505.3.3 of MORT&H specification for road and bridge work (Fifth Revision) for bituminous concrete shall be got designed from NIT/CTL/Govt Engg Collage and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less than 5.4 % by weight of total mix as per clause 507.2.5 of MoRT&H specifications (Fifth Revision). | |||||||
| 3.02(ii) The cost of materials, transportation, Job mix formula form lab and testing charges for various tests as required are included in the unit rate quoted by the contractor. (iii) Cost of Filler i.e. rock dust, hydrated lime or cement is deemed to be included in unit rate. (iv) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs. 55.00 Per KG and if qty of binder contents is more than the qty as specified is respective items of BOQ no adjustment shall be made. (v) After spreading of mix as per clause 507.4.7 of MoRT&H specification entire surface during the operation shall be rolled with road roller 8-10 tonnes (smooth wheeled) followed with vibratory road roller of 8-10 tonnes static weight, followed by finish rolling with 6 to 8 tonnes smooth wheeled tandem roller as per clause no. 507.4.8 of MoRT&H specifications (Fifth Revision) and the cost of the same shall be deemed to be included in the quoted rate. | |||||||
| 4.00 | Material and Labour for Repair to potholes of area not eceeding 1.00 square metre each and depth exceeding 30 mm, sweeping free from dust and mud or water, scouring sunken surfaces in roads, paths, etc., cutting around edges to at least 25 mm in depth, making good by applying tack coat at 5 kg per 10 square metre, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply or premixed macadam, binder and chippings), complete all as specified and as directed by Engineer-in-charge. | 20 | TEN SQUARE METRE | 800 ₹16,000 Lowest | 2,500 ₹50,000 | 1,000 ₹20,000 | 1,200 ₹24,000 |
| 5.00 | M&L for 2.5 mm thick, white/ yellow hot thermoplastic road marking paint, conforming to BS standards 3262 with 20% of glass beads (intermixed) spread and laid by automatic mechnical engine driven machine, painting as in strips (continuous or breaking) of width not exceeding 10 cm complete all as specified and as directed by Engineer-in-charge. | 4,700 | RUNNING METRE | 50 ₹2,35,000 | 43 ₹2,02,100 | 35 ₹1,64,500 | 32 ₹1,50,400 Lowest |
| 6.00 | Supply and fix in repair solar cat eye/solar stud, aluminum alloy shell (100% water proofing design of size 125 mm x 125 mm x 25 mm (shank 65 mm) of high efficiency Mono crystaline solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufacturer's instructions etc. complete all as specified and as directed by Engineer-in-charge. | 160 | EACH | 1,400 ₹2,24,000 | 1,550 ₹2,48,000 | 1,200 ₹1,92,000 Lowest | 1,650 ₹2,64,000 |
| 7.00 | Supply and fixing in repair cat eye, solar reflective type, of metal body alloy of size 100 mm x 100 mm x 20 mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufacturer's instructions complete all as specified and as directed by Engineer-in-charge. | 1,400 | EACH | 230 ₹3,22,000 | 275 ₹3,85,000 | 200 ₹2,80,000 Lowest | 300 ₹4,20,000 |
| 8.00 | S&F in repair of convex mirror minimum 100 cm dia, outdoor type, Polycarbonate body material, acrylic and mirror thickness not less than 3 mm for traffic security purpose with and including 75 mm dia, 2.00 meter long SS pipe Gde 304 fixed with nut bolt and adjustable brackets/ clamp system for mounting including necessary excavation and embeded in cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) in a block of mininimum 300 mm x 300 mm x 300 mm Size complete all as specified and as directed by Engineer-in-charge. | 15 | EACH | 4,500 ₹67,500 Lowest | 6,786 ₹1,01,790 | 4,500 ₹67,500 Lowest | 8,500 ₹1,27,500 |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
14 Jul 2026, 6:00 pmClosed
CWE Chandimandir
HQ CWE Chandimandir, PIN-134107
CWE/CHM-122/2025-26 SPECIAL REPAIR TO INTERNAL ROADS, FOOTPATH AND CULVERTS IN SECTOR A AND SUNRISE COLONY UNDER AGE B/R I OF GE CHANDIMANDIR AT CHANDIMANDIR MIL STN
2025_MES_745247_3
CWE/CHM-122/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
GE Chandimandir
Class B, Cate a(v)
9 documents required · 9 mandatory
₹1,000
GE Chandimandir
₹2.0 L
19 Aug 2026
23 Jun 2026
16 Jul 2026
23 Jun 2026
14 Jul 2026
30 Jun 2026
23 Jun 2026 - 26 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Preparation of black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specifed and directed by Engineer-in-Charge. | 850 | TEN SQUARE METRE | - | - |
| - | Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bitumenous surface as specified in Table 500-5 of MoRT&H specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specifed and directed by Engineer-in-Charge. | 850 | TEN SQUARE METRE | - | - |
| - | M&L for Bitumenous concrete (BC) 30 mm thick (consolidated thickness) layer confirming to clause 507 of MORT&H specifications for road and bridge work (Fifth Revision) including cost of coarse aggregates, fine aggregates, filler with 5.4 % binder (VG-30) contents by weight of total mix, crushed aggregate of grading 2, anti stripping agent, warm mix additives (quantity, quality and grade as per the approved job mix formula) etc, cleaning and pre-heating of the mineral aggregate, filler & bitumen of specific temperature throughly mixing with binder of specified bitumen contact, anti stripping agent, warm mix additives as per mix design in hot mix plant (batch type) of 100-120 TPH capacity, carrying the hot mixed materials by means of tipper, trucks or any other approved and and suitable arrangements, laying and hot premixed materials over the prepared surface by means of paver finisher
......Contd.. | 850 | TEN SQUARE METRE | - | - |
| - | Contd..
including manual operation as and when required for proper grade, including level and camber through rolling with power roller 8 to 12 tonnes smooth wheeled, vibratory and tendom roller with necessary hand packing and pinning to give an even surface including running expense of all plants and machineries, inclusive of proper traffic control during laying to the satisfaction of Engineer-in-charge, required quality control tests at required interval etc complete in all respects complete all as specified and as directed by Engineer-in-Charge.
Notes : (i) Job Mix formula as per clause No. 505.3.3 of MORT&H specification for road and bridge work (Fifth Revision) for bituminous concrete shall be got designed from NIT/CTL/Govt Engg Collage and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less than 5.4 % by weight of total mix as per clause 507.2.5 of MoRT&H specifications (Fifth Revision). | - | - | - | - |
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