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Tender Value
₹1.8 L
EMD Value
₹4,000
Closing Date
28 Jul 2026, 6:00 pm3d left
BHUPENDER SINGH
DIV 1 Hissar
A/MTC. OF MAIN WATER WORKS AT JIND FOR THE YEAR 2026-27 (ii)
2026_HBC_536288_1
2026FD450ED6 69CD 4AB8 A4C7 0A640C4170B1259HSV
Open Tender
Civil Works
Works
60 days
Jind
Cleaning of jungle including surface dressing from open spaces at Main water works jind
2 documents required · 2 mandatory
₹250
Yes
₹4,000
Yes
23 Jul 2026
23 Jul 2026
29 Jul 2026
23 Jul 2026
28 Jul 2026
23 Jul 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 |
|---|---|---|---|---|---|
| 1 | [1.LB067] LB067. Mazdoor (unskilled) | 250 | Per day | 325 | ₹81,250 |
| 2 | [1.PM026] PM026. Tractor with trolley | 48 | Per day | 6,237 | ₹2,99,376 |
| 3 | [1.PM108] PM108. Water Tanker | 250 | Hours | 447 | ₹1,11,750 |
| 4 | [1.PM115] PM115. Crane 10 tonne capacity | 240 | Hours | 1,055 | ₹2,53,200 |
| 5 | [11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand) | 65.8 | Sqm | 126 | ₹8,290.8 |
| 6 | [11.52]Cement rendering on plaster 1 mm thick | 65.8 | Sqm | 28 | ₹1,842.4 |
| 7 | [14.51.3]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 3. Hire Charges for excavator with over 0.75 cum bucket capacity | 10 | Per day | 9,276 | ₹92,760 |
| 8 | [17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 2. Grading II material | 242.46 | cum | 1,044 | ₹2,53,128.24 |
| 9 | [17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications | 1,250 | Sqm | 28.55 | ₹35,687.5 |
| 10 | [17.27.2]Bituminous Macadam with batch type HMP 2. Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix plant 100 -120 TPH
Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications
Grading II (19 mm nominal size) | 23.5 | cum | 8,508 | ₹1,99,938 |
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