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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC A 102 GOLDEN SAND APARTMENTS GAZIPUR DHAKOLI ZIRAKPUR PB 160104 | ZIRAKPUR | S A S NAGAR | PUNJAB | 160104 | ₹1.5 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.6 Cr+₹5.6 L (3.74%)Rejected-Finance 261 BHARAT NAGAR BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹1.6 Cr+₹5.6 L (3.74%) | L2 | Rejected-Finance Not the lowest Bidder |
| 3 | L3₹1.6 Cr+₹6.6 L (4.42%)Rejected-Finance ASTBAL MOHALLA BANASAR BAGH ROAD PATIALA GATE SANGRUR 148001 | SANGRUR | SANGRUR | PUNJAB | 148001 | ₹1.6 Cr+₹6.6 L (4.42%) | L3 | Rejected-Finance Not the lowest Bidder |
| 4 | L4₹1.6 Cr+₹7.6 L (5.07%)Rejected-Finance 01 ENTERPRISES | ₹1.6 Cr+₹7.6 L (5.07%) | L4 | Rejected-Finance Not the lowest Bidder |
| 5 | L5₹1.6 Cr+₹8.9 L (5.97%)Rejected-Finance | ₹1.6 Cr+₹8.9 L (5.97%) | L5 | Rejected-Finance Not the lowest Bidder |
| Sl No | Description | Qty | Unit | Surindera Kumar Bansal L2 | AABIA CONSTRUCTION L5 | Singla Enterprises L4 | M/s Amit Associates L6 | NARINDER KUMAR SONS L3 | AP BUILDERS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for Preparing surfaces of DBM/bituminous surfaces with a pressure to remove loose dirt etc. from BM and existing black top surface complete all as specified and as directed. | 1,790 | 10 Sqm | 28 ₹50,120 | 40 ₹71,600 | 40 ₹71,600 | 50 ₹89,500 | 35 ₹62,650 | 22 ₹39,380 Lowest |
| 2.00 | M & L for applying evenly a prime coat of cationic bitumen emulsion SS1 conforming to IS: 8887 @ 05 kg/10 Sqm on old bituminous surfaces of as specified in Table 500-3 of MORTH specifications for road and bridge works 2103 using mechanical sprayer, complete all as specified and as directed. | 1,790 | 10 Sqm | 225 ₹4,02,750 | 270 ₹4,83,300 | 200 ₹3,58,000 Lowest | 300 ₹5,37,000 | 210 ₹3,75,900 | 200 ₹3,58,000 Lowest |
| 3.00 | M&L for providing and laying 50-75 mm thick Premix Dense Bituminous macadam of consolidated thickness, using paving bitumen binder of grade VG-30 @ and binder content of 4% by weight of total mix with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic paver finisher (Paver shall not be compulsory in case of patch work using B.M.) and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 504 MoRTH (5th Rev) specification and as specified and directed.
Notes :
1. The contractor shall quote the rate against Item considering 4% VG-30 bitumen content. Job Mix Formula as per clause No 505.3.3 of MORTH (5th Rev) for BM shall be carried out from any Govt Lab/Govt Engg College /CTL for obtaining optimum binder content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the accepting officer for approval. The cost for design mix thereof shall be deemed to be included in quoted unit rate. Any variation in binder content on minus side shall be adjusted @ 50/kg of binder and no adjustment shall be made on plus side.
2. The BM shall be covered with top layer/wearing course within in a maximum of 48 hours. If there is to be any delay, by the contractor the course shall be covered by seal coat to the requirement of Clause 512 of MORTH (5th Rev) before opening to the traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately.
3. Paver shall not be compulsory in case of patch work using BM.
4. Payment shall be made after conducting bitumen extraction test after laying every 500 units and cost is deemed to be included in the quoted rates. For any varation bitumen content the re-testing to be got done by contractor at without any extra cost.
5. Repair to pot holes shall be carried out as directed by Engineer-in-Charge under this item and not measured separately, cost is deemend to be included in the quoted reates. | 895 | Cum | 6,400 ₹57,28,000 | 6,600 ₹59,07,000 | 6,600 ₹59,07,000 | 6,600 ₹59,07,000 | 6,655 ₹59,56,225 | 6,380 ₹57,10,100 Lowest |
| 4.00 | M&L for providing and laying premix bituminous concrete 40mm consolidated thickness with 5.4% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix form HMP to work site by tippers and laying with hyrdostatic paver finisher and as per approved mix and rolled & completed to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and directed.
Notes :-
1. The contractor shall quote the rate against item considering 5.4% VG-30 bitumen content. Job Mix Formula as per clause No 505.3.3 of MORTH (5th Rev) for BC shall be carried out from any Govt Lab/Govt Engg College /CTL for obtaining optimum binder content (OBC) by the contractor and same shall be submitted for approval of Accepting Officer through GE before execution. The cost thereof shall be deemed to be included in quoted unit rate. Any variation in binder content on minus side shall be adjusted @ 50/kg of binder and NO adjustment shall be made on plus side.
2. Cost of filler i.e. cement (Ordinary portiand cement/OPC) is deemed to be included in quoted unit rate.
3. After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static wieght, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per Clause Nos 507.4.8 and cost of the same is deemed to be included in quoted unit rate.
4. Payment shall be made after conducting bitumen extraction test after laying every 500 units and cost is deemed to be included in the quoted rates . For any variation in bitument contents the re-testing to be got done by contractor without any extra cost.
5. Top of road surface shall be broomed on next day after completion of rolling and cost of the same is deemed to be included in quoted rates. | 1,790 | 10 Sqm | 4,270 ₹76,43,300 | 4,350 ₹77,86,500 | 4,300 ₹76,97,000 | 4,500 ₹80,55,000 | 4,190 ₹75,00,100 | 4,111 ₹73,58,690 Lowest |
| 5.00 | M & L for applying evely a tack coat of cationic bitumen emulsion (RS-1) conforming to IS: 8887 @ 2 to 3 kg/10sqm on DBM/bituminous surfaces as specified in Table 500-5 of MORTH specifications for road and bridge works 2013, using mechanical sprayer, complete all as specified and as directed. | 1,790 | 10 Sqm | 200 ₹3,58,000 | 155 ₹2,77,450 | 160 ₹2,86,400 | 140 ₹2,50,600 | 150 ₹2,68,500 | 120 ₹2,14,800 Lowest |
| 6.00 | M & L for preparing bituminous new surfaces of road and marking thermo plastic reflective paint 2mm thick as in centre lines, side lines, stip lines, dashes, arrows etc. and the like ( in any colour as directed like whithe, golden, yellow, oragne black etc.) on road surfaces to be carried out mechanically with hot application of material (painting material @ 5kg/Sqm and glass beads @ 250gm/Sqm conforming to MORTH clause NO 803-4) complete all as specified and as directed. | 786 | Sqm | 370 ₹2,90,820 | 315 ₹2,47,590 Lowest | 350 ₹2,75,100 | 350 ₹2,75,100 | 400 ₹3,14,400 | 340 ₹2,67,240 |
| 7.00 | M & L for preparation of new plastered surface/concrete surface/kerb stone surfaces of any description not otherwise described over 10cm width or girth, by cleaning the dust and removing all loose particle with using clean cloths brooms and dry paint brush etc and after preparing the surfaces applying two coats of luminous road marking paint of approved tint/colour (one colour or alternative colour i.e black/white/golden yellow etc as directed( including necessary priming coat as per manufacturers instruction complete as specified and as directed by Engineer-in-Charge. | 800 | Sqm | 80 ₹64,000 | 79 ₹63,200 | 90 ₹72,000 | 76 ₹60,800 | 100 ₹80,000 | 70 ₹56,000 Lowest |
| 8.00 | M & L for complete removal of existing treatment of plastered surface/concrete surface. Kerb stone surfaces of any description not otherwise described over 10cm width or girth, and after removal prepared by cleaning the dust and removing all loose particle with using clean cloths, brooms and dry paint brush etc and after preparing the surfaces applying two coats of luminous road marking paint of approved tint/colour ( one colour or alternative colour i.e black/white/golden yellow etc as directed including necessary priming coat as per manufactureres instrction complete as specified and as directed by Engineer-in Charge. | 2,200 | Sqm | 80 ₹1,76,000 | 79 ₹1,73,800 | 70 ₹1,54,000 Lowest | 76 ₹1,67,200 | 100 ₹2,20,000 | 74.5 ₹1,63,900 |
| 9.00 | Supply and fixing /laying factory made kerb stone of size as directed made of M-25 grade cenet concrete laid in positon to the required line, level and curvature, jointed with cement mortat (1:3) (1 cement: 3 coarse sand), including making joints with or without grooves ( thickness of joints except at sharpt curve shall not to more than 5mm) including making drainage opeining wherever required including necessary excavation/earth work and making good disturbed surface complete all as specified and as directed by Engineer-in-Charge. | 61 | Cum | 6,800 ₹4,14,800 | 7,000 ₹4,27,000 | 6,600 ₹4,02,600 Lowest | 7,200 ₹4,39,200 | 6,900 ₹4,20,900 | 6,730 ₹4,10,530 |
| 10.00 | Demolition of brick work or stone / boulder masonary built in cement mortar including all quions, arches, pillars etc complete as specified and as directed by Engineer-in Charge. | 70 | Cum | 120 ₹8,400 Lowest | 177 ₹12,390 | 250 ₹17,500 | 140 ₹9,800 | 200 ₹14,000 | 160 ₹11,200 |
Tender Value
Refer Docs
EMD Value
₹2.3 L
Closing Date
9 Aug 2025, 6:00 pmClosed
HQ CWE SRI GANGANAGAR
HQ CWE POST BOX 48 SRI GANGANAGAR-335001 (Rajasthan)
MAINT/REPAIR OF BITUMINOUS ROAD, BERM AND MISC ITEMS UNDER GE FARIDKOT AT FARIDKOT MIL STN
2025_MES_714591_2
CA NO CWE SGNR/TOKEN-12 OF 2025-26
Open Tender
Civil Works
Item Rate
120 days
GE FARIDKOT
AS PER NIT
8 documents required · 8 mandatory
₹1,000
GE FARIDKOT
₹2.3 L
Yes
27 Aug 2025
26 Jul 2025
11 Aug 2025
26 Jul 2025
9 Aug 2025
2 Aug 2025
Amount
M & L for Preparing surfaces of DBM/bituminous surfaces with a pressure to remove loose dirt etc. from BM and existing black top surface complete all as specified and as directed.
M & L for applying evenly a prime coat of cationic bitumen emulsion SS1 conforming to IS: 8887 @ 05 kg/10 Sqm on old bituminous surfaces of as specified in Table 500-3 of MORTH specifications for road and bridge works 2103 using mechanical sprayer, complete all as specified and as directed.
M&L for providing and laying 50-75 mm thick Premix Dense Bituminous macadam of consolidated thickness, using paving bitumen binder of grade VG-30 @ and binder content of 4% by weight of total mix with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic paver finisher (Paver shall not be compulsory in case of patch work using B.M.) and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 504 MoRTH (5th Rev) specification and as specified and directed. Notes : 1. The contractor shall quote the rate against Item considering 4% VG-30 bitumen content. Job Mix Formula as per clause No 505.3.3 of MORTH (5th Rev) for BM shall be carried out from any Govt Lab/Govt Engg College /CTL for obtaining optimum binder content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the accepting officer for approval. The cost for design mix thereof shall be deemed to be included in quoted unit rate. Any variation in binder content on minus side shall be adjusted @ 50/kg of binder and no adjustment shall be made on plus side. 2. The BM shall be covered with top layer/wearing course within in a maximum of 48 hours. If there is to be any delay, by the contractor the course shall be covered by seal coat to the requirement of Clause 512 of MORTH (5th Rev) before opening to the traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately. 3. Paver shall not be compulsory in case of patch work using BM. 4. Payment shall be made after conducting bitumen extraction test after laying every 500 units and cost is deemed to be included in the quoted rates. For any varation bitumen content the re-testing to be got done by contractor at without any extra cost. 5. Repair to pot holes shall be carried out as directed by Engineer-in-Charge under this item and not measured separately, cost is deemend to be included in the quoted reates.
M&L for providing and laying premix bituminous concrete 40mm consolidated thickness with 5.4% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix form HMP to work site by tippers and laying with hyrdostatic paver finisher and as per approved mix and rolled & completed to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and directed. Notes :- 1. The contractor shall quote the rate against item considering 5.4% VG-30 bitumen content. Job Mix Formula as per clause No 505.3.3 of MORTH (5th Rev) for BC shall be carried out from any Govt Lab/Govt Engg College /CTL for obtaining optimum binder content (OBC) by the contractor and same shall be submitted for approval of Accepting Officer through GE before execution. The cost thereof shall be deemed to be included in quoted unit rate. Any variation in binder content on minus side shall be adjusted @ 50/kg of binder and NO adjustment shall be made on plus side. 2. Cost of filler i.e. cement (Ordinary portiand cement/OPC) is deemed to be included in quoted unit rate. 3. After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static wieght, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per Clause Nos 507.4.8 and cost of the same is deemed to be included in quoted unit rate. 4. Payment shall be made after conducting bitumen extraction test after laying every 500 units and cost is deemed to be included in the quoted rates . For any variation in bitument contents the re-testing to be got done by contractor without any extra cost. 5. Top of road surface shall be broomed on next day after completion of rolling and cost of the same is deemed to be included in quoted rates.
M & L for applying evely a tack coat of cationic bitumen emulsion (RS-1) conforming to IS: 8887 @ 2 to 3 kg/10sqm on DBM/bituminous surfaces as specified in Table 500-5 of MORTH specifications for road and bridge works 2013, using mechanical sprayer, complete all as specified and as directed.
M & L for preparing bituminous new surfaces of road and marking thermo plastic reflective paint 2mm thick as in centre lines, side lines, stip lines, dashes, arrows etc. and the like ( in any colour as directed like whithe, golden, yellow, oragne black etc.) on road surfaces to be carried out mechanically with hot application of material (painting material @ 5kg/Sqm and glass beads @ 250gm/Sqm conforming to MORTH clause NO 803-4) complete all as specified and as directed.
M & L for preparation of new plastered surface/concrete surface/kerb stone surfaces of any description not otherwise described over 10cm width or girth, by cleaning the dust and removing all loose particle with using clean cloths brooms and dry paint brush etc and after preparing the surfaces applying two coats of luminous road marking paint of approved tint/colour (one colour or alternative colour i.e black/white/golden yellow etc as directed( including necessary priming coat as per manufacturers instruction complete as specified and as directed by Engineer-in-Charge.
M & L for complete removal of existing treatment of plastered surface/concrete surface. Kerb stone surfaces of any description not otherwise described over 10cm width or girth, and after removal prepared by cleaning the dust and removing all loose particle with using clean cloths, brooms and dry paint brush etc and after preparing the surfaces applying two coats of luminous road marking paint of approved tint/colour ( one colour or alternative colour i.e black/white/golden yellow etc as directed including necessary priming coat as per manufactureres instrction complete as specified and as directed by Engineer-in Charge.
Supply and fixing /laying factory made kerb stone of size as directed made of M-25 grade cenet concrete laid in positon to the required line, level and curvature, jointed with cement mortat (1:3) (1 cement: 3 coarse sand), including making joints with or without grooves ( thickness of joints except at sharpt curve shall not to more than 5mm) including making drainage opeining wherever required including necessary excavation/earth work and making good disturbed surface complete all as specified and as directed by Engineer-in-Charge.
Demolition of brick work or stone / boulder masonary built in cement mortar including all quions, arches, pillars etc complete as specified and as directed by Engineer-in Charge.
M & L for brick work with fly ash old size bricks straight or curved on plan exc 6m mean radius built in CM 1:6 complete as specified and as directed by Engineer-in Charge.
M & L for brick work with fly ash old size sub class 'B' bricks straight or curved on plan exc 6m mean radius in half brick thick wall built in CM 1:4 complete as specified and as directed by Engineer-in Charge.
M & L Cement Concrete 1:2:4 type B2 (using 20mm graded stone aggregate) as in surface channel and drains complete as specified and as directed by Engineer-in Charge.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mi-tred / stopped ends etc complete as specified and as directed by Engineer-in Charge.
M & L for rendering 15mm thick work or plaster 1:4 on fair faces of brick work or concrete surface finished even and smooth without using extra cement complete as specified and as directed by Engineer-in Charge.
Surindera Kumar Bansal (BID ID -3386156)
NARINDER KUMAR SONS (BID ID -3387344)
Singla Enterprises (BID ID -3387546)
AABIA CONSTRUCTION (BID ID -3386658)
M/s Amit Associates (BID ID -3388259)
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