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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAdmitted-Finance | ₹31.9 L | L1 | Admitted-Finance |
| 2 | L2₹44.6 LAdmitted-Finance 212 B 8 PARDEWANPUR LAL BANGLA KANPUR 208007 | KANPUR | KANPUR NAGAR | UTTAR PRADESH | 208007 | ₹44.6 L | L2 | Admitted-Finance |
| 3 | L3₹44.9 LAdmitted-Finance 113 26A SWAROOP NAGAR KANPUR 208002 UP | KANPUR | KANPUR | UP | 208002 | ₹44.9 L | L3 | Admitted-Finance |
| 4 | L4₹49.5 LAdmitted-Finance | ₹49.5 L | L4 | Admitted-Finance |
| 5 | L5₹49.8 LAdmitted-Finance | ₹49.8 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s R.V. Constructions L5 | M/s DELTA ERECTORS PVT LTD L3 | BHARAT ASSOCIATES PVT LTD L1 | Khalil Ahmed and Sons L4 | santosh electronics L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt/dust etc and applying evenly a priming/tack coat with bituminous tack coat with catonic bitumen emulsion of grade RS-1 pressure sprayer @ 5 kg/10 Sqm complete all as specified and directed. | 850 | 10 Sqm | 180 ₹1.5 L | 150 ₹1.3 L | 225 ₹1.9 L | 180 ₹1.5 L | 100 ₹85,000 |
| 2.00 | M&L premix bituminous, macadam laid rolled and compacted to required gradient and camber, binder content 4 % of binder content by weight of total mix using paving bitumen VG-30 laid, rolled and compacted to required gradient and camber with 8 to 10 tonne capacity power roller by using mechanical paver complete all as specified and directed. | 90 | Cum | 5,400 ₹4.9 L | 4,800 ₹4.3 L | 5,600 ₹5.0 L | 6,800 ₹6.1 L | 4,000 ₹3.6 L |
| 3.00 | M&L for premixed Semi Dense Asphaltic Concrete 30 mm thick consolidated thickness with VG-30 (paving bitumen) ( min marshall stability 820 kg) laid in single layer with min 5.5% binder content and min 2 % cement filler mix of total mix, combined grading and mix proportion should be ascertained as per IRC:111-2009 and should be used for execution after obtaining design mix / job formula from approved lab/ CTL. Mix to be prepared through hot mix plant and laying to be done using sensor paver, rolled and compacted to required camber and gradient using 8 -12 tonne vibratory roller complete all as specified and directed.
Note - Before execution of design mix/ job mix formula should be approved by GE after verifying credentials of report obtained. | 850 | 10 Sqm | 2,700 ₹22.9 L | 2,570 ₹21.8 L | 2,600 ₹22.1 L | 2,850 ₹24.2 L | 2,400 ₹20.4 L |
| 4.00 | M&L for marking 2.0 mm thick center line stop line, side line etc on roads as per IRC pattern with thermoplastic paint of approved quality and made with 8% glass beads laid on the road surface at temperature 60 degree centigrade with special applicator machine with and including traffic diversion arrangement complete all as specified and directed. | 300 | Sqm | 360 ₹1.1 L | 350 ₹1.1 L | 390 ₹1.2 L | 430 ₹1.3 L | 350 ₹1.1 L |
| 5.00 | Providing and laying microsurfacing course, comprising of dry fine aggregates conforming TYPE-II grading (4 to 6 MM) of specification as per IRC: SP-81-2008, polymer /latex modified cationic bitumen emulsion, Ordinary Portland cement as filler, chemical 1 additives and water, including proportioning, mixing and laying of microsurfacing coarse using mechanised machine and laying unit all complete as per IRC SP-81 and MORTH specifications complete all as specified and directed. | 850 | 10 Sqm | 2,277 ₹19.4 L | 1,930 ₹16.4 L | 200 ₹1.7 L | 1,920 ₹16.3 L | 2,200 ₹18.7 L |
Updated dates
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
14 Mar 2026, 6:00 pmClosed
Col Manav Pant, CWE
HQ CWE (AF) Chakeri, Kanpur - 208008
REPAIR RESURFACING OF ROADS INSIDE AND OUTSIDE AREA AT 7 AFH KANPUR
2026_MES_752499_1
CA NO CWE(AF)/CHK/BR/T-48 OF 2025-26
Open Tender
Civil Works - Roads
180 days
GE (AF) B/R Chakeri
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (AF) B/R Chakeri
₹90,000
26 Mar 2026
12 Feb 2026
21 Mar 2026
12 Feb 2026
14 Mar 2026
27 Feb 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: HQ CWE (AF) CHAKERI, KANPUR.
Name of Work: REPAIR/ RESURFACING OF ROADS INSIDE & OUTSIDE AREA AT 7 AFH KANPUR
Contract No: CWE (AF)/CHK /BR/T-48 OF 2025-26
Sl. No. Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
M&L for Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt/dust etc and applying evenly a priming/tack coat with bituminous tack coat with catonic bitumen emulsion of grade RS-1 pressure sprayer @ 5 kg/10 Sqm complete all as specified and directed. 10 Sqm Excess(+) Full Conversion INR
M&L premix bituminous, macadam laid rolled and compacted to required gradient and camber, binder content 4 % of binder content by weight of total mix using paving bitumen VG-30 laid, rolled and compacted to required gradient and camber with 8 to 10 tonne capacity power roller by using mechanical paver complete all as specified and directed. Cum Excess(+) Full Conversion INR
M&L for premixed Semi Dense Asphaltic Concrete 30 mm thick consolidated thickness with VG-30 (paving bitumen) ( min marshall stability 820 kg) laid in single layer with min 5.5% binder content and min 2 % cement filler mix of total mix, combined grading and mix proportion should be ascertained as per IRC:111-2009 and should be used for execution after obtaining design mix / job formula from approved lab/ CTL. Mix to be prepared through hot mix plant and laying to be done using sensor paver, rolled and compacted to required camber and gradient using 8 -12 tonne vibratory roller complete all as specified and directed. Note - Before execution of design mix/ job mix formula should be approved by GE after verifying credentials of report obtained. 10 Sqm Excess(+) Full Conversion INR
M&L for marking 2.0 mm thick center line stop line, side line etc on roads as per IRC pattern with thermoplastic paint of approved quality and made with 8% glass beads laid on the road surface at temperature 60 degree centigrade with special applicator machine with and including traffic diversion arrangement complete all as specified and directed. Sqm Excess(+) Full Conversion INR
Providing and laying microsurfacing course, comprising of dry fine aggregates conforming TYPE-II grading (4 to 6 MM) of specification as per IRC: SP-81-2008, polymer /latex modified cationic bitumen emulsion, Ordinary Portland cement as filler, chemical 1 additives and water, including proportioning, mixing and laying of microsurfacing coarse using mechanised machine and laying unit all complete as per IRC SP-81 and MORTH specifications complete all as specified and directed. 10 Sqm Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
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