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Tender Value
₹65.7 L
EMD Value
₹1.3 L
Closing Date
10 Jun 2026, 3:00 pm5d left
Kailash Chander Kala ravi kumar and Vivek Sharma
DIV Ambala
Construction of RCC wall along central verge of 30 Mtr wide road Tangri River Side in Sector 34 UE Ambala Cantt
2026_HBC_526810_1
20269551585B C4F1 4EBE BD09 635EBB3397DE239HSV
Open Tender
Civil Works
90 days
Ambala Sadar
Providing and laying of Cement Concrete 1 4 8 and 1 1.5 3 painting and restoring of road and sign boards complete in all respect and all other works contingent thereto Including Three year defect liability Mtc. Free of cost
2 documents required · 2 mandatory
₹2,000
₹1.3 L
Yes
4 Jun 2026
4 Jun 2026
11 Jun 2026
4 Jun 2026
10 Jun 2026
4 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] | - | Sqm | 139 | - | BI01010001010000000000000515BI0100001139 |
| 2 | [11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer [Through Rate] | - | Sqm | 22 | - | BI01010001010000000000000515BI0100001140 |
| 3 | [11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate] | - | Sqm | 88 | - | BI01010001010000000000000515BI0100001141 |
| 4 | [17.14.2]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method
Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 2. Grading II material [Through Rate] | - | cum | 1,187 | - | BI01010001010000000000000515BI0100001142 |
| 5 | [17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate] | - | cum | 1,174 | - | BI01010001010000000000000515BI0100001143 |
| 6 | [17.3]Dismantling of flexible pavement by Mechanical Means Bituminous course [Through Rate] | - | cum | 211 | - | BI01010001010000000000000515BI0100001144 |
| 7 | [17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. [Through Rate] | - | cum | 5,270 | - | BI01010001010000000000000515BI0100001145 |
| 8 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] | - | cum | 184 | - | BI01010001010000000000000515BI0100001146 |
| 9 | [34.17.1]Direction/Diversion Plate 900x300mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25X25X3 angle iron fixed in position complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] | - | Each | 1,921 | - | BI01010001010000000000000515BI0100001147 |
| 10 | [34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. [Through Rate] | - | Sqm | 542 | - | BI01010001010000000000000515BI0100001148 |
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