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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.8 LAccepted-Finance | L1 | Accepted-Finance Bid ok | |
| 2 | L2₹45.8 L+₹1,493 (0.03%)Accepted-Finance | L2 | Accepted-Finance Bid ok | |
| 3 | L3₹46.4 L+₹61,057 (1.33%)Accepted-Finance | L3 | Accepted-Finance Bid ok | |
| 4 | L4₹47.9 L+₹2.1 L (4.65%)Accepted-Finance | L4 | Accepted-Finance Bid ok |
| Sl No | Description | Qty | Unit | R.D Builders L1 | M/s Shivani Constructions L1 | R N COMPANY L1 | BAL SINGH AND SONS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Milling of distress bituminous layer 50 to 60 mm depth as per requirement in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) fitted with loading convey or for loading the milled material directly on the trucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to reuse with the approval of Engineer-in-charge (80% of theoretical material will be assume to be retrieved) for safe disposal with all leads and lifts complete in all respects. NOTE:- The quantity of reclaimed bitumionus mix material shall be a recovery item as mentioned in BoQ2. | 2,000 | Per Sm | 45.5 ₹91,000 | 42 ₹84,000 Lowest | 56 ₹1,12,000 | 53.2 ₹1,06,400 |
| 2.00 | Earth work in excavation in trenches not exceeding 1.5 mtrs. wide and 1.5 mtrs deep and getting out including returning filling in including spreading and leveling in layer. | 50 | Per Cum | 172 ₹8,600 | 153.55 ₹7,677.5 | 142 ₹7,100 Lowest | 157.4 ₹7,870 |
| 3.00 | Providing and laying Granular Sub Base complete in all respects as per MORTH specification latest revision 401. The material shall be free from organic or other deleterious constituents and confirm to grading 1 of table 400.2 of MORTH specification. | 50 | Per Cum | 1,599 ₹79,950 | 1,843 ₹92,150 | 1,543 ₹77,150 Lowest | 1,650 ₹82,500 |
| 4.00 | S/F of Pre-cast Kerbstone size 300x 300 mm x 100 mm in cement concrete 1:1.5:3 complete all as sp. in MES SSR 2020. | 300 | Per Rm | 283.3 ₹84,990 | 294 ₹88,200 | 260 ₹78,000 Lowest | 282 ₹84,600 |
| 5.01 | M/L water bound macadam 10cm thick (compacted thickness ) with coarse aggregates (90 to 40mm size ) spread, rolled & consolidated to gradient & camber required all as specified in MES SSR 2020. | 200 | Per Sm | 195 ₹39,000 Lowest | 208 ₹41,600 | 213 ₹42,600 | 198 ₹39,600 |
| 5.02 | Ditto 2nd layer 10 cm thick (compacted thickness) with coarse aggregates (63 to 40mm size) all as specified in MES SSR 2020. | 200 | Per Sm | 196.5 ₹39,300 | 213 ₹42,600 | 215 ₹43,000 | 195 ₹39,000 Lowest |
| 6.01 | Preparing water bound surfaces with wire brushes for removing caked mud extra, sweeping with brooms and finally fanning with gunny bags to remove all loose dirt etc. all as specified in MES SSR 2020. | 200 | Per Sm | 15.7 ₹3,140 | 15 ₹3,000 Lowest | 17 ₹3,400 | 16.8 ₹3,360 |
| 6.02 | Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and scoring the surface with diagonal lines V shaped 25mm deep and 2 meters apart and removal of rubbish to a distance not exc 50m and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. | 4,900 | Per Sm | 11.5 ₹56,350 | 11.53 ₹56,497 | 9.5 ₹46,550 Lowest | 15.1 ₹73,990 |
| 7.00 | Material and labour for premixed bituminous macadam averaging 75mm thick or less (consolidated thickness), using 4% binder paving bitumen(mixed) in central computerized hot mix plant),laid, rolled and compacted using 8 to 12 tonnes power roller to required gradient and camber using mechanical self propelled paver and rolled with mechanical vibratory power roller 8 to 12 tonnes capacity, complete all as specified in MES SSR 2020. | 150 | Per Cum | 8,305 ₹12,45,750 | 8,610 ₹12,91,500 | 8,410 ₹12,61,500 | 8,190 ₹12,28,500 Lowest |
| 8.01 | Material & Labour evenly a tack coat@ 10kg/ 10 sm with paving bitumen with mechanical sprayer. | 200 | Per Sm | 60.35 ₹12,070 Lowest | 72 ₹14,400 | 61.33 ₹12,266 | 61.4 ₹12,280 |
Tender Value
₹49.6 L
EMD Value
₹1 L
Closing Date
16 Sept 2025, 5:00 pmClosed
Chief Executive Officer
229, Race COurse Road, Cantonment Board Office, Ambala Cantt.
As per the tedner document.
2025_DGDE_728129_1
ACB/AE/TDR/2025/18/02
Open Tender
Civil Works
Works
180 days
Ambala Cantt.
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
Chief Executive Officer
₹1 L
30 Sept 2025
28 Aug 2025
17 Sept 2025
28 Aug 2025
16 Sept 2025
4 Sept 2025
Amount
Milling of distress bituminous layer 50 to 60 mm depth as per requirement in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) fitted with loading convey or for loading the milled material directly on the trucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to reuse with the approval of Engineer-in-charge (80% of theoretical material will be assume to be retrieved) for safe disposal with all leads and lifts complete in all respects. NOTE:- The quantity of reclaimed bitumionus mix material shall be a recovery item as mentioned in BoQ2.
Earth work in excavation in trenches not exceeding 1.5 mtrs. wide and 1.5 mtrs deep and getting out including returning filling in including spreading and leveling in layer.
Providing and laying Granular Sub Base complete in all respects as per MORTH specification latest revision 401. The material shall be free from organic or other deleterious constituents and confirm to grading 1 of table 400.2 of MORTH specification.
S/F of Pre-cast Kerbstone size 300x 300 mm x 100 mm in cement concrete 1:1.5:3 complete all as sp. in MES SSR 2020.
M/L water bound macadam 10cm thick (compacted thickness ) with coarse aggregates (90 to 40mm size ) spread, rolled & consolidated to gradient & camber required all as specified in MES SSR 2020.
Ditto 2nd layer 10 cm thick (compacted thickness) with coarse aggregates (63 to 40mm size) all as specified in MES SSR 2020.
Preparing water bound surfaces with wire brushes for removing caked mud extra, sweeping with brooms and finally fanning with gunny bags to remove all loose dirt etc. all as specified in MES SSR 2020.
Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and scoring the surface with diagonal lines V shaped 25mm deep and 2 meters apart and removal of rubbish to a distance not exc 50m and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.
Material and labour for premixed bituminous macadam averaging 75mm thick or less (consolidated thickness), using 4% binder paving bitumen(mixed) in central computerized hot mix plant),laid, rolled and compacted using 8 to 12 tonnes power roller to required gradient and camber using mechanical self propelled paver and rolled with mechanical vibratory power roller 8 to 12 tonnes capacity, complete all as specified in MES SSR 2020.
Material & Labour evenly a tack coat@ 10kg/ 10 sm with paving bitumen with mechanical sprayer.
Material & Labour evenly a tack coat@ 5kg/ 10 sm with paving bitumen with mechanical sprayer.
Material and labour for applying evenly priming/tack coat with paving bitumen at the rate of 3 kgs/10 Sqm on bituminous macadam surfaces complete all as specified.
Material and labour for bituminous premix asphaltic semi dense concrete 25mm thick (mixed in central computerized hot mix plant) consolidated thickness with 6% binder content by weight of total mix compacted to required camber and gradient using mechanical self propelled paver and rolled with mechanical vibratory power roller 8 to 12 tonnes capacity, complete all as specified and as directed.
Material and labour for bituminous premix asphaltic semi dense concrete 40 mm thick (mixed in central computerized hot mix plant) consolidated thickness with 6% binder content by weight of total mix compacted to required camber and gradient using mechanical self propelled paver and rolled with mechanical vibratory power roller 8 to 12 tonnes capacity, complete all as specified and as directed.
Applying Hot Applied Thermoplastic Road Marking paint(after cleaning Road surface ) in Yellow/White Colour in edge line, Centre line in break Zebra Crossing, Speed breaker painting etc. as per MORTH specification.
M/L PCC bed stone aggregate 1:5:10 in foundations fillings & mass concrete all as specified in MES SSR 2020.
M/L Cement concrete interlocking block/tiles (M-35) Vibrator Moulded, 60 mm thick of shape as per sample laid over sand 25 to 40 mm ISI Mark all as sp. in MES SSR 2020.
M/L Cement concrete interlocking block/tiles (M-40) Vibrator Moulded, 80 mm thick of shape as per sample in Cantonment Board office colored & gray tiles (Cosmic, Hexa, combo paver etc.) laid over sand 25 to 40 mm all as sp. in MES SSR 2020.
Description of Work / Item(s)
Amount
Recovery item : The rates quoted against recovery item will not be including in the total amount rather it will be deducted while calculating financial statement of the agency item no. 01 at BoQ1. Minimum recovery rates @ 1955/-
BAL SINGH AND SONS (BID ID -3427100)
R.D Builders (BID ID -3427117)
M/s Shivani Constructions (BID ID -3427112)
R N COMPANY (BID ID -3426181)
R.D Builders (BID ID -3427117)
BAL SINGH AND SONS (BID ID -3427100)
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