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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.8 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹84.9 L+₹7.1 L (9.13%)Rejected-Finance D 5 CC COLONY DELHI 7 | L2 | Rejected-Finance Not the lowest Bidder | |
| 3 | L3₹91.5 L+₹13.7 L (17.6%)Rejected-Finance | L3 | Rejected-Finance Not the lowest Bidder | |
| 4 | L4₹99.9 L+₹22.1 L (28.4%)Rejected-Finance | L4 | Rejected-Finance Not the lowest Bidder | |
| 5 | L5₹1.1 Cr+₹32.1 L (41.3%)Rejected-Finance | L5 | Rejected-Finance Not the lowest Bidder |
| Sl No | Description | Qty | Unit | Rudrashiv Enterprises L3 | M/s Amit Construction Company L2 | Ram Parkash Constructions Pvt. Ltd. L5 | M/S SHAKTI BUILDERS L1 | Shri Ganpati Construction Company L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and depth exceeding 50 mm and not exceeding 100mm deep complete all as specified and directed by Engineer-in-Charge. | 20 | 10 Sqm | 97 ₹1,940 Lowest | 200 ₹4,000 | 500 ₹10,000 | 400 ₹8,000 | 200 ₹4,000 |
| 2.00 | Material & labour for Preparing surfaces of WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surface with air pressure to remove all loose dirt and applying evenly a prime coat of cationic bitumen emulsion SS1 conforming to IS: 8887@ 7-10 kg/10 Sqm on surfaces of WMM as specified in Table 500-3 of MORTH specifications for road and bridge works 2013, using mechanical sprayer, complete all as specified and directed by Engineer-in-Charge. | 20 | 10 Sqm | 347 ₹6,940 | 1,000 ₹20,000 | 350 ₹7,000 | 200 ₹4,000 Lowest | 300 ₹6,000 |
| 3.00 | Material & labour for Preparing surfaces of DBM/bituminous with air pressure to remove all loose dirt etc. from DBM and existing black top surface and applying evenly a tack coat of bitumen emulsion (SS-1) conforming to IS: 8887@ 2 to 3 kg/10 sqm 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 directed by Engineer-in-Charge. | 1,002 | 10 Sqm | 347 ₹3,47,694 | 50 ₹50,100 Lowest | 350 ₹3,50,700 | 120 ₹1,20,240 | 150 ₹1,50,300 |
| 4.00 | Material & labour for providing and laying Dense bituminous macadam of minimum compacted thickness 50mm, 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 sensor paver, rolled and compacted to required gradient with 8 to 12 tonne and camber with smooth wheeled, vibratory and tandem roller, complete all as per clause 505 MORTH (5th revision) specification and as directed.
Note (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 revision) for BM shall be worked out from any Govt Lab/Govt Engg college/CTL for obtaining optimum binder content (OBC) by the contractor and same shall be submit for approval of Accepting Officer through GE before execution. 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.
(ii) 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.
(iii) Paver shall not be compulsory in case of patch work using BM
(iv) Payment shall be made after conducting bitumen extraction test after every laying every 500 units and cost is deemed to be included in the quoted rates. For any variation in bitumen contents the re-testing to be got done by contractor at without any extra cost.
(v) Repair to pot holes shall be carried out as directed by Engineer-in-charge under this item and not measured separately, cost is deemed to be included in the quoted rates | 749 | Cum | 6,470 ₹48,46,030 | 6,000 ₹44,94,000 | 8,000 ₹59,92,000 | 5,000 ₹37,45,000 Lowest | 7,200 ₹53,92,800 |
| 5.00 | Material & labour for laying Premix bituminous concrete 40mm consolidated thickness with 5.4% paving bitumen binder 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 from HMP to work site by tippers and laying with hydrostatic sensor paver, rolled and compacted to required gradient with 8 to 12 tonne and camber with smooth wheeled, vibratory and tandem roller, complete all as per clause 507 MORTH (5th revision) specification and as directed.
Note: (i) 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 revision) for BC shall be worked out from any Govt Lab / Govt Engg college /CTL for obtaining optimum binder content (OBC) by the contractor and same shall be submit for approval of Accepting Officer through GE before execution. The cost of design mix thereof shall be deemed to be included in quoted unit rate. Any variation in binder content on minus side shall be adjusted @ Rs 50/kg of binder and NO adjustment shall be made on plus side.
(ii) Cost of filler i.e. cement (OPC) is deemed to be included in quoted unit rate.
(iii) After spreading of mix as as per clause 507.4.7 MORTH (5th revision) 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 6 to 8 tonne smooth wheel tendom roller as per clause No 507.4.8 MORTH (5th revision) and cost of the same is deemed to be included in quoted rates.
(iv) Payment shall be made after conducting bitumen extraction test after every laying every 500 units and cost is deemed to be included in the quoted rates. For any variation in bitumen contents the re-testing to be got done by contractor at without any extra cost.
(v) Top road surface shall be broomed on next day after completion of rolling and cost of the same is deemed to be included in the quoted rates. | 1,002 | 10 Sqm | 3,570 ₹35,77,140 | 3,400 ₹34,06,800 Lowest | 4,175 ₹41,83,350 | 3,442 ₹34,48,884 | 4,100 ₹41,08,200 |
| 6.00 | Material and labour for preparing bituminous new surfaces of road and marking thermo plastic reflective paint 2mm thick as in centre lines, side lines, stop lines, dashes, arrows etc. and the like (in) any colour as directed like white, golden, yellow, orange black etc.) on road surface 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 directed by Engineer-in-Charge. | 177 | Sqm | 317 ₹56,109 | 450 ₹79,650 | 450 ₹79,650 | 300 ₹53,100 | 290 ₹51,330 Lowest |
| 7.00 | Providing and laying factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge. | 59 | Cum | 4,700 ₹2,77,300 | 6,200 ₹3,65,800 | 790 ₹46,610 Lowest | 6,000 ₹3,54,000 | 4,000 ₹2,36,000 |
| 8.00 | M&L for supplying approved earth from outside MOD land (irrespective of any land) and forming Embankments incl raising (or lowering) earth,spreading in layer not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape not exceeding 1.5 mtr high from base complete all as specified and directed by Engineer-in-Charge.
(a) only consolidated thickness of earth will be measured and paid.
(b) Quality of earth shall be approved by GE in writing prior to execution. | 460 | Cum | 75 ₹34,500 Lowest | 150 ₹69,000 | 700 ₹3,22,000 | 100 ₹46,000 | 80 ₹36,800 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
18 Jul 2025, 6:00 pmClosed
HQ CWE SRI GANGANAGAR
HQ CWE POST BOX 48 SRI GANGANAGAR-335001 (Rajasthan)
SPECIAL REPAIR TO CERTAIN ROADS, POT HOLES AT VARIOUS LOCATION AT LALGARH JATTAN MIL STN
2025_MES_715740_1
CA NO CWE SGNR/TOKEN-14 OF 2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
GE LALGARH JATTAN
As per NIT
8 documents required · 8 mandatory
₹1,000
GE LALGARH JATTAN
₹1.8 L
Yes
14 Aug 2025
20 Jun 2025
19 Jul 2025
20 Jun 2025
18 Jul 2025
4 Jul 2025
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and depth exceeding 50 mm and not exceeding 100mm deep complete all as specified and directed by Engineer-in-Charge.
Material & labour for Preparing surfaces of WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surface with air pressure to remove all loose dirt and applying evenly a prime coat of cationic bitumen emulsion SS1 conforming to IS: 8887@ 7-10 kg/10 Sqm on surfaces of WMM as specified in Table 500-3 of MORTH specifications for road and bridge works 2013, using mechanical sprayer, complete all as specified and directed by Engineer-in-Charge.
Material & labour for Preparing surfaces of DBM/bituminous with air pressure to remove all loose dirt etc. from DBM and existing black top surface and applying evenly a tack coat of bitumen emulsion (SS-1) conforming to IS: 8887@ 2 to 3 kg/10 sqm 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 directed by Engineer-in-Charge.
Material & labour for providing and laying Dense bituminous macadam of minimum compacted thickness 50mm, 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 sensor paver, rolled and compacted to required gradient with 8 to 12 tonne and camber with smooth wheeled, vibratory and tandem roller, complete all as per clause 505 MORTH (5th revision) specification and as directed. Note (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 revision) for BM shall be worked out from any Govt Lab/Govt Engg college/CTL for obtaining optimum binder content (OBC) by the contractor and same shall be submit for approval of Accepting Officer through GE before execution. 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. (ii) 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. (iii) Paver shall not be compulsory in case of patch work using BM (iv) Payment shall be made after conducting bitumen extraction test after every laying every 500 units and cost is deemed to be included in the quoted rates. For any variation in bitumen contents the re-testing to be got done by contractor at without any extra cost. (v) Repair to pot holes shall be carried out as directed by Engineer-in-charge under this item and not measured separately, cost is deemed to be included in the quoted rates
Material & labour for laying Premix bituminous concrete 40mm consolidated thickness with 5.4% paving bitumen binder 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 from HMP to work site by tippers and laying with hydrostatic sensor paver, rolled and compacted to required gradient with 8 to 12 tonne and camber with smooth wheeled, vibratory and tandem roller, complete all as per clause 507 MORTH (5th revision) specification and as directed. Note: (i) 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 revision) for BC shall be worked out from any Govt Lab / Govt Engg college /CTL for obtaining optimum binder content (OBC) by the contractor and same shall be submit for approval of Accepting Officer through GE before execution. The cost of design mix thereof shall be deemed to be included in quoted unit rate. Any variation in binder content on minus side shall be adjusted @ Rs 50/kg of binder and NO adjustment shall be made on plus side. (ii) Cost of filler i.e. cement (OPC) is deemed to be included in quoted unit rate. (iii) After spreading of mix as as per clause 507.4.7 MORTH (5th revision) 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 6 to 8 tonne smooth wheel tendom roller as per clause No 507.4.8 MORTH (5th revision) and cost of the same is deemed to be included in quoted rates. (iv) Payment shall be made after conducting bitumen extraction test after every laying every 500 units and cost is deemed to be included in the quoted rates. For any variation in bitumen contents the re-testing to be got done by contractor at without any extra cost. (v) Top road surface shall be broomed on next day after completion of rolling and cost of the same is deemed to be included in the quoted rates.
Material and labour for preparing bituminous new surfaces of road and marking thermo plastic reflective paint 2mm thick as in centre lines, side lines, stop lines, dashes, arrows etc. and the like (in) any colour as directed like white, golden, yellow, orange black etc.) on road surface 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 directed by Engineer-in-Charge.
Providing and laying factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.
M&L for supplying approved earth from outside MOD land (irrespective of any land) and forming Embankments incl raising (or lowering) earth,spreading in layer not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape not exceeding 1.5 mtr high from base complete all as specified and directed by Engineer-in-Charge. (a) only consolidated thickness of earth will be measured and paid. (b) Quality of earth shall be approved by GE in writing prior to execution.
M/s Amit Construction Company (BID ID -3352585)
Rudrashiv Enterprises (BID ID -3351886)
Shri Ganpati Construction Company (BID ID -3355381)
Ram Parkash Constructions Pvt. Ltd. (BID ID -3355000)
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