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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹22.7 L+₹1.2 L (5.73%)Rejected-Finance | L2 | Rejected-Finance Not the lowest Bidder | |
| 3 | L3₹23.4 L+₹1.9 L (8.83%)Rejected-Finance D 5 CC COLONY DELHI 7 | L3 | Rejected-Finance Not the lowest Bidder |
| Sl No | Description | Qty | Unit | M/s Amit Construction Company L3 | Rudrashiv Enterprises L2 | M/S SHAKTI BUILDERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | M & L for preparing existing black top surface by brushing with wire brushed for removing caked mud etc sweeping with brooms and finally fanning to cleaned surface with gunny bags to remove all loose dirt etc from black top surface , Applying evenly a premix / tack coat with bitumen grade VG-10 @ 5.0 Kg per ten Sqm complete all as specified and as directed. | 395 | 10 Sqm | 280 ₹1,10,600 | 167 ₹65,965 Lowest | 250 ₹98,750 |
| 2.00 | Providing and laying Premix Bituminous macadam of consolidated thickness(Min 50mm) n. exc. 75mm, 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 Engg College Laboratory/ MES approved laboratory 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 @ 42/kg of binder and no adjustment shall be made on plus side.
2. If BM is not covered with top layer /wearing course within a maximum of 24 hrs then tack coat requirement (VG-10 @5 Kg/10 Sqm complete all as specified & directed) before laying top layer shall be fulfilled by the contractor without any extra cost to the department.
3. The BM shall be covered with top layer/wearing course within in a maximum of 48 hours. If ther 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. | 78.5 | Cum | 5,800 ₹4,55,300 | 5,567 ₹4,37,009.5 | 4,800 ₹3,76,800 Lowest |
| 3.00 | Providing and laying Premix Bituminous concrete 40mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of agrgregates 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 hyrdostatic paver finisher 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 507 MORTH (5th Rev) specification and as specified and directed.
Notes :-
1. The contractor shall quotes the rate against Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from any Govt Engg College Laboratory/ MES approved laboratory 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. Any variation in binder content on minus side shall be adjusted @ Rs 42/kg of binder and no adjustment shall be made on plus side.
2. Cost of filler i.e. cement (Ordinary portland 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 weight, 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. | 395 | 10 Sqm | 3,300 ₹13,03,500 Lowest | 3,767 ₹14,87,965 | 3,500 ₹13,82,500 |
| 4.00 | M&L PCC 1:2:4, type B1 using 20 mm graded stone aggregate as in roof kerbs / benching / coved fillets etc rounded or chamfered on edges, complete all as directed. | 2.63 | Cum | 4,200 ₹11,046 | 4,567 ₹12,011.21 | 4,000 ₹10,520 Lowest |
| 5.00 | M&L providing and fixing precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in Kerb Stone of any section indicated with plain fair faces including chamfers weatherings throughting etc and setting in CM (1:4) complete with joints to match all as specified and directed by Engineer-in-Charge. | 5.6 | Cum | 4,200 ₹23,520 Lowest | 6,967 ₹39,015.2 | 6,000 ₹33,600 |
| 6.00 | Taking down exiting paver block & removal the same to MES store complete all as specified and directed by Engineer-in-Charge. | 20.4 | 10 Sqm | 1,000 ₹20,400 | 47 ₹958.8 Lowest | 150 ₹3,060 |
| 7.00 | M & L for Sand filling spreading and levelling in layers n exc. 25 cm thick a bedding layer under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge | 28 | Cum | 1,000 ₹28,000 | 967 ₹27,076 | 600 ₹16,800 Lowest |
| 8.00 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge. | 205 | Sqm | 800 ₹1,64,000 | 647 ₹1,32,635 | 560 ₹1,14,800 Lowest |
| 9.00 | Taking down exiting paver block & refixing Machine pressed Precast cement concrete interlocking paver block with Grey cement and no pigment any shape and size confirming to IS 15658-2006 including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge. | 355 | Sqm | 600 ₹2,13,000 | 147 ₹52,185 Lowest | 300 ₹1,06,500 |
| 10.00 | M & L for moorum filling in berms of road laid in layers spread levelled and rammed including watering and well ramming with power road roller of spread thickness 100 mm complete all as specified and directed by Engr-in-Charge | 18 | 10 Sqm | 500 ₹9,000 | 947 ₹17,046 | 300 ₹5,400 Lowest |
Tender Value
Refer Docs
EMD Value
₹46,880
Closing Date
22 Jul 2025, 6:00 pmClosed
HQ CWE SRI GANGANAGAR
HQ CWE POST BOX 48 SRI GANGANAGAR-335001 (Rajasthan)
SPECIAL REPAIR OF ROADS OF JCOs/OR MD ACCN OF 316 FD HOSP AT SRI GANGANAGAR MIL STN
2025_MES_710205_2
CA NO CWE SGNR/TOKEN - 04 OF 2025-26
Open Tender
Civil Works
Item Rate
120 days
GE SRI GANGANAGAR
As per NIT
8 documents required · 8 mandatory
₹500
GE SRI GANGANAGAR
₹46,880
Yes
14 Aug 2025
3 Jul 2025
23 Jul 2025
3 Jul 2025
22 Jul 2025
10 Jul 2025
Amount
M & L for preparing existing black top surface by brushing with wire brushed for removing caked mud etc sweeping with brooms and finally fanning to cleaned surface with gunny bags to remove all loose dirt etc from black top surface , Applying evenly a premix / tack coat with bitumen grade VG-10 @ 5.0 Kg per ten Sqm complete all as specified and as directed.
Providing and laying Premix Bituminous macadam of consolidated thickness(Min 50mm) n. exc. 75mm, 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 Engg College Laboratory/ MES approved laboratory 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 @ 42/kg of binder and no adjustment shall be made on plus side. 2. If BM is not covered with top layer /wearing course within a maximum of 24 hrs then tack coat requirement (VG-10 @5 Kg/10 Sqm complete all as specified & directed) before laying top layer shall be fulfilled by the contractor without any extra cost to the department. 3. The BM shall be covered with top layer/wearing course within in a maximum of 48 hours. If ther 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.
Providing and laying Premix Bituminous concrete 40mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of agrgregates 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 hyrdostatic paver finisher 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 507 MORTH (5th Rev) specification and as specified and directed. Notes :- 1. The contractor shall quotes the rate against Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from any Govt Engg College Laboratory/ MES approved laboratory 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. Any variation in binder content on minus side shall be adjusted @ Rs 42/kg of binder and no adjustment shall be made on plus side. 2. Cost of filler i.e. cement (Ordinary portland 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 weight, 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.
M&L PCC 1:2:4, type B1 using 20 mm graded stone aggregate as in roof kerbs / benching / coved fillets etc rounded or chamfered on edges, complete all as directed.
M&L providing and fixing precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in Kerb Stone of any section indicated with plain fair faces including chamfers weatherings throughting etc and setting in CM (1:4) complete with joints to match all as specified and directed by Engineer-in-Charge.
Taking down exiting paver block & removal the same to MES store complete all as specified and directed by Engineer-in-Charge.
M & L for Sand filling spreading and levelling in layers n exc. 25 cm thick a bedding layer under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge.
Taking down exiting paver block & refixing Machine pressed Precast cement concrete interlocking paver block with Grey cement and no pigment any shape and size confirming to IS 15658-2006 including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge.
M & L for moorum filling in berms of road laid in layers spread levelled and rammed including watering and well ramming with power road roller of spread thickness 100 mm complete all as specified and directed by Engr-in-Charge
Rudrashiv Enterprises (BID ID -3359234)
M/s Amit Construction Company (BID ID -3354955)
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