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Tender Value
₹79.0 L
EMD Value
₹1.6 L
Closing Date
13 Jun 2026, 3:00 pm5d left
Kailash Chander Kala ravi kumar and Vivek Sharma
DIV Ambala
Special Repair of 18 Mtr and 10 Mtr wide roads City Centre in Sector 10 Urban Estate Kurukshetra
2026_HBC_527172_1
2026C834DD93 B564 4F5F BD1A F1E57DA6F424239HSV
Open Tender
Civil Works
120 days
Kurukshetra (Thanesar)
Providing and laying of WMM Cement Concrete 136 80mm interlocking paver block sign boards and Kerbs complete in all respect and all other works contingent thereto Including Three year defect liability Mtc Free of cost
2 documents required · 2 mandatory
₹3,000
₹1.6 L
Yes
5 Jun 2026
5 Jun 2026
15 Jun 2026
5 Jun 2026
13 Jun 2026
5 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 | [1.PM026] PM026. Tractor with trolley [Rate] | - | Per day | 6,237 | - | BI01010001010000000000000515BI0100001139 |
| 2 | [11.27.2]Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : 2. Raised and cut pointing [Through Rate] | - | Sqm | 119 | - | BI01010001010000000000000515BI0100001140 |
| 3 | [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 | - | BI01010001010000000000000515BI0100001141 |
| 4 | [14.51.2]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 2. Hire Charges for excavator 0.40 to 0.75 cum bucket capacity [Through rate] | - | Per day | 7,421 | - | 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] | 1 | cum | 1,174 | ₹1,172.83 | BI01010001010000000000000515BI0100001143 |
| 6 | [17.4]Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications [Through Rate] | - | Sqm | 6 | - | BI01010001010000000000000515BI0100001144 |
| 7 | [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 | - | BI01010001010000000000000515BI0100001145 |
| 8 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] | - | Sqm | 655 | - | BI01010001010000000000000515BI0100001146 |
| 9 | [34.21.1]Overhead sign board 9000x1500mm simply supported type double sided as per IRC 67-2012 with retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 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 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kgper metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 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 Type XI as per ASTM D 4956 09 and as per IRC 67 2012 [Through Rate] | - | Each | 4,22,082 | - | 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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