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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.5 LAccepted-AOC 27 19 F F D BLOCK CHATTARPUR EXTN SOUTH WEST DELHI DELHI 110075 | SOUTH WEST DELHI | DELHI | 110075 | L1 | Accepted-AOC L1 | |
| 2 | L2₹53.8 L+₹1.3 L (2.47%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹57.8 L+₹5.2 L (9.98%)Rejected-Finance A 102 GOLDEN SAND APARTMENTS GAZIPUR DHAKOLI ZIRAKPUR PB 160104 | ZIRAKPUR | S A S NAGAR | PUNJAB | 160104 | L3 | Rejected-Finance L3 | |
| 4 | L4₹61.2 L+₹8.7 L (16.6%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | AP BUILDERS L3 | BAL SINGH AND SONS L4 | KULWANT SINGH L1 | JAY TEE KAY INFRA L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Repairs to pot holes any depth, not exceeding 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 Sqm of paving bitumen, VG-10 putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m of paving bitumen, blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of pot holes exceeding 30mm all as specified and as directed by Engineer-in-charge. | 10 | X Sqm | 1,500 ₹15,000 | 1,120 ₹11,200 | 1,200 ₹12,000 | 1,000 ₹10,000 Lowest |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm, exc 50mm and n exc 100 mm deep complete all as specified and as directed by Engineer-in-charge. | 20 | X Sqm | 300 ₹6,000 | 60 ₹1,200 | 140 ₹2,800 | 50 ₹1,000 Lowest |
| 3.00 | Material and labour for 7.5cm thick Granite trap or Basalt (compacted thickness) WBM,with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient materials and camber required complete all as specified and as directed by Engineer-in-charge.. | 20 | X Sqm | 1,500 ₹30,000 | 950 ₹19,000 Lowest | 2,000 ₹40,000 | 1,000 ₹20,000 |
| 4.00 | Material and labour for preparing the unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally cleaning the surfaces with mechanical compressor to remove all loose dirt etc and applying evenly priming/ tack coat with bituminous primer (paving VG - 10 grade bitumen) @ 5 Kg per 10 Sqm complete all as specified and as directed by Engineer-in-charge. | 20 | X Sqm | 300 ₹6,000 | 160 ₹3,200 Lowest | 200 ₹4,000 | 200 ₹4,000 |
| 5.00 | Material and Labour for preparing the existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally cleaning the surfaces with mechanical compressor to remove all loose dirt etc and applying evenly priming/ tack coat with bituminous primer (paving VG - 10 grade bitumen) @ 5 Kg per 10 Sqm complete all as specified and as directed by Engineer-in-charge. | 1,200 | X Sqm | 200 ₹2,40,000 | 230 ₹2,76,000 | 120 ₹1,44,000 Lowest | 200 ₹2,40,000 |
| 6.00 | Material and labour for providing and laying Premix Bituminous macadam of (consolidated thickness 75 mm or less) using paving bitumen binder of grade VG-30 and binder content 4% by weight of total mix, 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, 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 complete all as specified and as directed by Engineer-in-Charge. Notes :
1.The contractor shall quote the rate against Item considering 4% VG-30 bitumen content. Job Mix Formula as per CI. No. 505.3.3 of MORTH (5th Rev) for BM shall be worked out from Thapar Insti. of Engg & Tech Patiala/ PEC Chandigarh/ Command Test Lab / Maharaja Ranjit Singh Tech University Bathinda for obtaining optimum binder content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to Garrison Engineer for approval. 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.
2. 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. | 235 | Cum | 7,000 ₹16,45,000 | 6,300 ₹14,80,500 | 6,000 ₹14,10,000 | 5,700 ₹13,39,500 Lowest |
| 7.00 | Material and labour for providing and laying Premix Bituminous semi dense asphaltic concrete 30mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and mixing the crushed aggregates of grading 2 with 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 as directed by Engineer-in-Charge. | 1,200 | X Sqm | 2,942 ₹35,30,400 | 3,350 ₹40,20,000 | 2,750 ₹33,00,000 Lowest | 2,900 ₹34,80,000 |
| 7.01Notes:- (i). 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 Thapar Insti. of Engg & Tech Patiala/ PEC Chandigarh/ Command Test Lab / Maharaja Ranjit Singh Tech University, Bathinda for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the Garrison Engineer for approval. 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 (Ordinary portland cement/OPC) is deemed to be included in quoted unit rate. (iii). 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. | |||||||
| 7.02(iv) The vintage of the T&P (Hot mix plant/road roller i.e. vibratory roller, static roller, hydraulic roller/paver) should not be more than 10 years except the tippers and shall be approved by GE before date of commencement of the work. (v) The certificate wrt the capacity of the hot mix plant (HMP) shall be 100-120 TPH and the plant shall be electronic operated, batch type and location be intimated and the same shall be approved by GE before date of commencement of the work. (vi) The distance of the HMP shall not be more than 100 KM from the Mil Stn Patiala, Detail of plant to be submitted to GE for approval before date of commencement of the work. (vii) The calibration certificate for HMP shall be submitted by the contractor for approval of GE before date of commencement of the work which should not be more than 6 months old. (viii) The minimum 2 Road roller each (vibrating and static road roller) are required at site before commencement of the work on the ground and the same shall be approved by GE before date of commencement of the work. (ix) Aggregates retrieved from dismantling of existing pavement shall not be used in top carpetting layer. | |||||||
| 8.00 | Material and labour for Moorum/red bajri as filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering complete all specified and as directed by Engineer-in-charge. | 40 | Cum | 1,000 ₹40,000 | 250 ₹10,000 Lowest | 1,200 ₹48,000 | 300 ₹12,000 |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
15 Jun 2026, 6:00 pmClosed
CWE Patiala
HQ COMMANDER WORKS ENGINEER BLDG No 26 NEW LALBAGH PATIALA 147001 Contact 01712200082
REPAIR TO CERTAIN ROADS UNDER AGE BR-II OF GE (NORTH) PATIALA
2026_MES_767686_1
CWE/PAT/T-12/2026-27
Open Tender
Civil Works
Item Rate
120 days
GE (N) Patiala
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹1 L
21 Jul 2026
25 May 2026
17 Jun 2026
25 May 2026
15 Jun 2026
8 Jun 2026
25 May 2026 - 1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Repairs to pot holes any depth, not exceeding 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 Sqm of paving bitumen, VG-10 putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m of paving bitumen, blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of pot holes exceeding 30mm all as specified and as directed by Engineer-in-charge. | 10 | X Sqm | 1.25 | ₹12.5 |
| 2 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm, exc 50mm and n exc 100 mm deep complete all as specified and as directed by Engineer-in-charge. | 20 | X Sqm | - | - |
| 3 | Material and labour for 7.5cm thick Granite trap or Basalt (compacted thickness) WBM,with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient materials and camber required complete all as specified and as directed by Engineer-in-charge.. | 20 | X Sqm | 100 | ₹2,000 |
| 4 | Material and labour for preparing the unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally cleaning the surfaces with mechanical compressor to remove all loose dirt etc and applying evenly priming/ tack coat with bituminous primer (paving VG - 10 grade bitumen) @ 5 Kg per 10 Sqm complete all as specified and as directed by Engineer-in-charge. | 20 | X Sqm | 53 | ₹1,060 |
| 5 | Material and Labour for preparing the existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally cleaning the surfaces with mechanical compressor to remove all loose dirt etc and applying evenly priming/ tack coat with bituminous primer (paving VG - 10 grade bitumen) @ 5 Kg per 10 Sqm complete all as specified and as directed by Engineer-in-charge. | 1,200 | X Sqm | 10 | ₹12,000 |
| 6 | Material and labour for providing and laying Premix Bituminous macadam of (consolidated thickness 75 mm or less) using paving bitumen binder of grade VG-30 and binder content 4% by weight of total mix, 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, 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 complete all as specified and as directed by Engineer-in-Charge. Notes :
1.The contractor shall quote the rate against Item considering 4% VG-30 bitumen content. Job Mix Formula as per CI. No. 505.3.3 of MORTH (5th Rev) for BM shall be worked out from Thapar Insti. of Engg & Tech Patiala/ PEC Chandigarh/ Command Test Lab / Maharaja Ranjit Singh Tech University Bathinda for obtaining optimum binder content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to Garrison Engineer for approval. 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.
2. 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. | 235 | Cum | 10 | ₹2,350 |
| 7 | Material and labour for providing and laying Premix Bituminous semi dense asphaltic concrete 30mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and mixing the crushed aggregates of grading 2 with 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 as directed by Engineer-in-Charge. | 1,200 | X Sqm | 22 | ₹26,400 |
| 7.02 | (iv) The vintage of the T&P (Hot mix plant/road roller i.e. vibratory roller, static roller, hydraulic roller/paver) should not be more than 10 years except the tippers and shall be approved by GE before date of commencement of the work.
(v) The certificate wrt the capacity of the hot mix plant (HMP) shall be 100-120 TPH and the plant shall be electronic operated, batch type and location be intimated and the same shall be approved by GE before date of commencement of the work.
(vi) The distance of the HMP shall not be more than 100 KM from the Mil Stn Patiala, Detail of plant to be submitted to GE for approval before date of commencement of the work.
(vii) The calibration certificate for HMP shall be submitted by the contractor for approval of GE before date of commencement of the work which should not be more than 6 months old.
(viii) The minimum 2 Road roller each (vibrating and static road roller) are required at site before commencement of the work on the ground and the same shall be approved by GE before date of commencement of the work.
(ix) Aggregates retrieved from dismantling of existing pavement shall not be used in top carpetting layer. | - | - | - | - |
| 8 | Material and labour for Moorum/red bajri as filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering complete all specified and as directed by Engineer-in-charge. | 40 | Cum | 10 | ₹400 |
| 9 | Material and labour for preparing bituminous surfaces of road and applying road marking paint 2.5 mm thick width n exc. 15 cm with hot applied thermoplastic road marking paint like stop lines, dashes, arrows etc of approved colour conforming to BS 3262-1989 with 20% glass beads (intermixed) spread and laid by automatic mechanical machine engine at approx temprature of 160 degree celcius with special applicator machine all as per manufacturer's instructions complete all as specified and as directed by Engineer-in-charge. | 350 | Sqm | 22 | ₹7,700 |
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