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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.0 LAccepted-Finance | ₹28.0 L | L1 | Accepted-Finance Lowest Rate |
| 2 | L2₹39.4 LAccepted-Finance MUNICIPAL COMMITTEE DHARUHERA | BHIWANI | HARYANA | 127021 | ₹39.4 L | L2 | Accepted-Finance highest rate |
Tender Value
₹47.4 L
EMD Value
₹94,776
Closing Date
2 Jun 2026, 5:00 pmClosed
SATYA PRAKASH
Municipal Committee Dharuhera
Const. of foot path of H no. 740 to 714 to 1205 to 1222 and 1211 to 1191 and 1194 to 1266 and 1331 to 1343 and h/o 1244 to 1234 and 1055 to 1456 to 1091 to 1410 to 1087 to 1125 to 1133 to 1344 to 1177 to 1157 to 1362 to 1390 to 1393 to 1169 in w no.
2026_HRY_524368_1
20268954315B 232B 4071 898C 706336F83FE1332ULB
Open Tender
Civil Works
60 days
Dharuhera
Const. of foot path of H no. 740 to 714 to 1205 to 1222 and 1211 to 1191 and 1194 to 1266 and 1331 to 1343 and h/o 1244 to 1234 and 1055 to 1456 to 1091 to 1410 to 1087 to 1125 to 1133 to 1344 to 1177 to 1157 to 1362 to 1390 to 1393 to 1169 in w no.
2 documents required · 2 mandatory
₹2,500
₹94,776
Yes
20 Jun 2026
26 May 2026
3 Jun 2026
26 May 2026
2 Jun 2026
26 May 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 |
|---|---|---|---|---|---|
| 1.01 | [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 [Through Rate] | - | cum | 1,044 | - |
| 1.02 | [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 | - |
| 1.03 | [26.4.2]SITE CLEARANCE 2. Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kind of soils . [Through Rate] | - | Sqm | 13 | - |
| 1.04 | [30.16.1]Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 1. With cement mortar 1:4 (1 cement : 4 fine sand) [Through Rate] | - | Sqm | 176 | - |
| 1.05 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] | - | cum | 138 | - |
| 1.06 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] | - | cum | 3,975 | - |
| 1.07 | [7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] | - | cum | 4,146 | - |
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