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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.5 LAccepted-AOC H NO 29 DEVILAL COLONY TCP 2 HISAR CANTT HARYANA | HISAR | HISAR | HARYANA | 125006 | ₹55.5 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹59.3 L+₹3.8 L (6.80%)Rejected-Finance | ₹59.3 L+₹3.8 L (6.80%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹62.5 L+₹7.0 L (12.7%)Rejected-Finance | ₹62.5 L+₹7.0 L (12.7%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹66.4 L+₹10.9 L (19.6%)Rejected-Finance H NO 2715 SECTOR 9 11 HISAR 125001 HARYANA | HISAR | HARYANA | 125001 | ₹66.4 L+₹10.9 L (19.6%) | L4 | Rejected-Finance Being L4 |
| Sl No | Description | Qty | Unit | M/s Devendera construction L1 | M/S D.N Choudhary L2 | M/S RAJESH KUMAR & SONS L3 | Sh. Raj Kumar Malik Contractor L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Repair to potholes 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 with VG-10 at the rate of 5 kg per 10 sqm, putting in semi dense bituminous concrete consolidated/ compacted thickness using hot mix plant and mechanical paver using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed.
Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009.
(iii) The minus adjustment in rate due to variation in quantity of bitumen on lower side if any shall be priced at the rate of ₹44 per kg. No adjustment shall be made for bitumen more the 5.5%. | 3 | X Sqm | 1,200 ₹3,600 | 1,000 ₹3,000 Lowest | 2,000 ₹6,000 | 2,800 ₹8,400 |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth not exc 50mm and removing exc 50m complete all as speified and directed | 632 | X Sqm | 35 ₹22,120 Lowest | 50 ₹31,600 | 200 ₹1,26,400 | 400 ₹2,52,800 |
| 3.00 | M&L 150mm thick WBM (compacted thickness) laid in two layer .consolidate thickness of each layer is 7.5cm of WBM, with granite/basalt coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread,rolled and consolidated and rolled to 8 to 10 ton power roller to required gradient and camber . | 20 | X Sqm | 1,800 ₹36,000 Lowest | 2,000 ₹40,000 | 3,200 ₹64,000 | 2,500 ₹50,000 |
| 4.00 | M&L Preparing unsurfaces water bound macadum surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bagsand air compressor to remove all loose dirt etc. complete all as specified and as directed. | 20 | X Sqm | 150 ₹3,000 | 50 ₹1,000 Lowest | 200 ₹4,000 | 150 ₹3,000 |
| 5.00 | M&L Preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bagsand air compressor to remove all loose dirt etc. complete all as specified and as directed. | 1,057 | X Sqm | 50 ₹52,850 | 40 ₹42,280 Lowest | 160 ₹1,69,120 | 110 ₹1,16,270 |
| 6.00 | M & L for applying evenly a tack coat with of bitumen VG-10 grade confirming to IS:73 with cationic bitumen emulsion RS-1 grade at the rate of 10 Kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course using mechanical sprayer complete all as specified and as directed by Engr-in-Charge | 632 | X Sqm | 150 ₹94,800 Lowest | 200 ₹1,26,400 | 180 ₹1,13,760 | 250 ₹1,58,000 |
| 7.00 | M&L premix bitumen macadam with binder content 4% of bitumen (paving bitumen VG -30 grade) by the weight of total mix laid, rolled and compacted to required gradient and camber (consolidated thickness75 mm or less ) with 8 to 10 tonne power roller complete all as specified and directed. | 365 | Cum | 4,500 ₹16,42,500 Lowest | 6,000 ₹21,90,000 | 5,200 ₹18,98,000 | 6,500 ₹23,72,500 |
| 8.00 | M&L for applying evenly a tack coat with of bitumen VG-10 grade confirming to IS:73 with cationic bitumen emulsion RS-1 grade at the rate of 3 kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course using mechanical sprayer complete all as specified and as directed by Engr-in-Charge | 632 | X Sqm | 150 ₹94,800 Lowest | 200 ₹1,26,400 | 160 ₹1,01,120 | 180 ₹1,13,760 |
| 9.00 | M&L for applying evenly a tack coat with of bitumen VG-10 grade confirming to IS:73 with cationic bitumen emulsion RS-1 grade at the rate of 5 Kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course using mechanical sprayer complete all as specified and as directed by Engr-in-Charge | 445 | X Sqm | 150 ₹66,750 Lowest | 200 ₹89,000 | 180 ₹80,100 | 200 ₹89,000 |
| 10.00 | M&L for 30 mm thick (consolidated thickness) bitumenous premixed semi dense asphaltic concrete carpet with 5.5% binder content paving bitumen VG-30 by weight of total mix and stone dust using as filler material, laid with mechanical paver, rolled and compacted with 8 to 12 tonne power roller to required camber and gradient.
Note:-
(i) Premix concrete shall be mixed in hot plant, transported from plant to work site and laid/ spread by means of mechanical paver.
(ii) Filler for semi dense asphaltic concrete shall be cement, lime and stone dust @ 2% of total weight of binder.
(iii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009.
(iii) The minus adjustment in rate due to variation in quantity of bitumen on lower side if any shall be priced at the rate of ₹44 per kg. No adjustment shall be made for bitumen more the 5.5%. | 1,077 | X Sqm | 3,100 ₹33,38,700 | 2,885 ₹31,07,145 Lowest | 3,200 ₹34,46,400 | 3,000 ₹32,31,000 |
Tender Value
₹70 L
EMD Value
₹1.3 L
Closing Date
9 Apr 2026, 6:00 pmClosed
COMMANDER WORKS ENGINEER
HQ CWE HISAR HISAR MIL STN HISAR
SPL REPAIR TO INTERNAL BLACK TOP ROAD FROM HB MANDI AREA TO TT 01 CORNER AT EBS HISAR AND ROAD NEAR SHED NO 01 TO 05 AT SASF BHOJRAJ UNDER GE WEST HISAR AT HISAR MIL STN
2026_MES_755887_1
CWE/HSR-63 OF 2025-26
Open Tender
Civil Works - Roads
Item Rate
150 days
HISAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE WEST HISAR
₹1.3 L
4 Jun 2026
11 Mar 2026
11 Apr 2026
11 Mar 2026
9 Apr 2026
2 Apr 2026
12 Mar 2026 - 19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Repair to potholes 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 with VG-10 at the rate of 5 kg per 10 sqm, putting in semi dense bituminous concrete consolidated/ compacted thickness using hot mix plant and mechanical paver using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed.
Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009.
(iii) The minus adjustment in rate due to variation in quantity of bitumen on lower side if any shall be priced at the rate of ₹44 per kg. No adjustment shall be made for bitumen more the 5.5%. | 3 | X Sqm | - | - |
| 2 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth not exc 50mm and removing exc 50m complete all as speified and directed | 632 | X Sqm | - | - |
| 3 | M&L 150mm thick WBM (compacted thickness) laid in two layer .consolidate thickness of each layer is 7.5cm of WBM, with granite/basalt coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread,rolled and consolidated and rolled to 8 to 10 ton power roller to required gradient and camber . | 20 | X Sqm | - | - |
| 4 | M&L Preparing unsurfaces water bound macadum surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bagsand air compressor to remove all loose dirt etc. complete all as specified and as directed. | 20 | X Sqm | - | - |
| 5 | M&L Preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bagsand air compressor to remove all loose dirt etc. complete all as specified and as directed. | 1,057 | X Sqm | - | - |
| 6 | M & L for applying evenly a tack coat with of bitumen VG-10 grade confirming to IS:73 with cationic bitumen emulsion RS-1 grade at the rate of 10 Kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course using mechanical sprayer complete all as specified and as directed by Engr-in-Charge | 632 | X Sqm | - | - |
| 7 | M&L premix bitumen macadam with binder content 4% of bitumen (paving bitumen VG -30 grade) by the weight of total mix laid, rolled and compacted to required gradient and camber (consolidated thickness75 mm or less ) with 8 to 10 tonne power roller complete all as specified and directed. | 365 | Cum | - | - |
| 8 | M&L for applying evenly a tack coat with of bitumen VG-10 grade confirming to IS:73 with cationic bitumen emulsion RS-1 grade at the rate of 3 kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course using mechanical sprayer complete all as specified and as directed by Engr-in-Charge | 632 | X Sqm | - | - |
| 9 | M&L for applying evenly a tack coat with of bitumen VG-10 grade confirming to IS:73 with cationic bitumen emulsion RS-1 grade at the rate of 5 Kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course using mechanical sprayer complete all as specified and as directed by Engr-in-Charge | 445 | X Sqm | - | - |
| 10 | M&L for 30 mm thick (consolidated thickness) bitumenous premixed semi dense asphaltic concrete carpet with 5.5% binder content paving bitumen VG-30 by weight of total mix and stone dust using as filler material, laid with mechanical paver, rolled and compacted with 8 to 12 tonne power roller to required camber and gradient.
Note:-
(i) Premix concrete shall be mixed in hot plant, transported from plant to work site and laid/ spread by means of mechanical paver.
(ii) Filler for semi dense asphaltic concrete shall be cement, lime and stone dust @ 2% of total weight of binder.
(iii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009.
(iii) The minus adjustment in rate due to variation in quantity of bitumen on lower side if any shall be priced at the rate of ₹44 per kg. No adjustment shall be made for bitumen more the 5.5%. | 1,077 | X Sqm | - | - |
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