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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-AOC A 102 GOLDEN SAND APARTMENTS GAZIPUR DHAKOLI ZIRAKPUR PB 160104 | ZIRAKPUR | S A S NAGAR | PUNJAB | 160104 | ₹30.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹32.8 L+₹2.2 L (7.29%)Rejected-Finance | ₹32.8 L+₹2.2 L (7.29%) | L2 | Rejected-Finance L2 |
| 3 | L3₹36.1 L+₹5.5 L (18.1%)Rejected-Finance | ₹36.1 L+₹5.5 L (18.1%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Applicant not fulfill the eligibility criteria |
| Sl No | Description | Qty | Unit | ABHINANDAN ENTERPRISES L3 | R K GOYAL AND CO L2 | AP BUILDERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Material and labour for Preparing on black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engr-in-Charge. | 700 | XSqm | 25 ₹17,500 | 20 ₹14,000 Lowest | 20 ₹14,000 Lowest |
| 2.00 | Material and labour for preparing existing black top surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with air compressor to remove all loose dirt etc from black top surface and applying evenly a priming /tack coat with bitumen grade VG-10 @ 5Kg per 10 Sqm complete all as specified and as directed by Engineer in Charge.
Note : This item shall be used only where BM is in patches and to be covered by top layer after 48 hours. | 1,225 | XSqm | 250 ₹3,06,250 | 200 ₹2,45,000 Lowest | 300 ₹3,67,500 |
| 3.00 | Material and labour for premixed bituminous macadam laid/rolled with power roller 8 to 12 tone roller and compacted to required gradient & camber (consolidated thickness 50mm) and binder 4% (Viscocity grade Bitumen VG-30) by weight of total mix all as specified laid over priming /Tack coat.
Note:- Preparing of surfaces and and primig coat will be measured and paid for seprate under sub sequent item. | 40 | Cum | 7,500 ₹3,00,000 | 7,000 ₹2,80,000 Lowest | 7,500 ₹3,00,000 |
| 4.00 | 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 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 the plant to work site by tippers and laying with mechanical paver finisher and as per approved mix and rolled & compacted to required camber and gradient with vibromatic roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and directed.
Notes :
(i) The contractor shall quotes the rate against this 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 Zonal laboratory/ Govt Engineering Colleges/ IIT/NIT/CTL or any E-in-C/ MES approved lab for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the GE for approval. Any variation in binder content on minus side shall be adjusted @ Rs 52/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. | 700 | XSqm | 3,500 ₹24,50,000 | 3,200 ₹22,40,000 | 3,142 ₹21,99,400 Lowest |
| 5.00 | Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows etc and the like n.exc 10cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine including cleaning and drying the surface all as per manufacturers instructions complete all as specified and as directed by Engineer in Charge. | 3,408 | RM | 45 ₹1,53,360 | 38 ₹1,29,504 | 32 ₹1,09,056 Lowest |
| 6.00 | Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed by Engr-in-Charge. | 250 | Each | 1,500 ₹3,75,000 | 1,450 ₹3,62,500 | 250 ₹62,500 Lowest |
| 7.00 | Supply and fixing in repairs convex mirror 1000 mm dia unbreakable polycarbonate with plastic moulded back up frame having provn of mounting in MS pipe light grade 75mm dia & 3000 mm long in which 600 mm embedded in ground with block (size-450mmx450mmx700mm) of PCC 1:2:4 type B2 using 20mm graded stone aggregate with necessary hold fast & clamps complete all as specified & as directed by Engr-in-charge. | 1 | Each | 9,250 ₹9,250 | 9,000 ₹9,000 | 5,000 ₹5,000 Lowest |
Tender Value
₹40.0 L
EMD Value
₹79,980
Closing Date
10 Aug 2026, 6:00 pmClosed
CWE (AF) BHISIANA
HQ CWE (AF) BHISIANA
REPAIRS TO ROAD, BERM, PATH, ROAD FURNITURE IN DOMESTIC AND TECH AREA AT AF STN BARNALA UNDER GE (AF) HALWARA
2026_MES_778532_1
CWE(BHI)/HAL-47/2026-27
Open Tender
Civil Works
Works
120 days
HALWARA
Not Applicable
8 documents required · 8 mandatory
₹500
GE (AF) HALWARA
₹79,980
Yes
3 Sept 2026
14 Jul 2026
12 Aug 2026
14 Jul 2026
10 Aug 2026
28 Jul 2026
14 Jul 2026 - 20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material and labour for Preparing on black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engr-in-Charge. | 700 | XSqm | - | - |
| 2 | Material and labour for preparing existing black top surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with air compressor to remove all loose dirt etc from black top surface and applying evenly a priming /tack coat with bitumen grade VG-10 @ 5Kg per 10 Sqm complete all as specified and as directed by Engineer in Charge.
Note : This item shall be used only where BM is in patches and to be covered by top layer after 48 hours. | 1,225 | XSqm | - | - |
| 3 | Material and labour for premixed bituminous macadam laid/rolled with power roller 8 to 12 tone roller and compacted to required gradient & camber (consolidated thickness 50mm) and binder 4% (Viscocity grade Bitumen VG-30) by weight of total mix all as specified laid over priming /Tack coat.
Note:- Preparing of surfaces and and primig coat will be measured and paid for seprate under sub sequent item. | 40 | Cum | - | - |
| 4 | 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 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 the plant to work site by tippers and laying with mechanical paver finisher and as per approved mix and rolled & compacted to required camber and gradient with vibromatic roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and directed.
Notes :
(i) The contractor shall quotes the rate against this 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 Zonal laboratory/ Govt Engineering Colleges/ IIT/NIT/CTL or any E-in-C/ MES approved lab for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the GE for approval. Any variation in binder content on minus side shall be adjusted @ Rs 52/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. | 700 | XSqm | - | - |
| 5 | Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows etc and the like n.exc 10cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine including cleaning and drying the surface all as per manufacturers instructions complete all as specified and as directed by Engineer in Charge. | 3,408 | RM | - | - |
| 6 | Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed by Engr-in-Charge. | 250 | Each | - | - |
| 7 | Supply and fixing in repairs convex mirror 1000 mm dia unbreakable polycarbonate with plastic moulded back up frame having provn of mounting in MS pipe light grade 75mm dia & 3000 mm long in which 600 mm embedded in ground with block (size-450mmx450mmx700mm) of PCC 1:2:4 type B2 using 20mm graded stone aggregate with necessary hold fast & clamps complete all as specified & as directed by Engr-in-charge. | 1 | Each | - | - |
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