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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.3 LAccepted-AOC | ₹9.3 L | 1 | Accepted-AOC ok |
| 2 | 2₹9.5 L+₹17,653.49 (1.89%)Rejected-Finance 225A NEAR GOLDEN HIGH SCHOOL SHIV COLONY JIND 126102 | JIND | JIND | HARYANA | 126102 | ₹9.5 L+₹17,653.49 (1.89%) | 2 | Rejected-Finance ok |
| 3 | 3₹9.8 L+₹40,641.12 (4.35%)Rejected-Finance NARWANA JIND ROAD NH 65 NARWANA JIND HARYANA 126116 | NARWANA | JIND | HARYANA | 126116 | ₹9.8 L+₹40,641.12 (4.35%) | 3 | Rejected-Finance ok |
| 4 | 4₹9.8 L+₹49,277.36 (5.27%)Rejected-Finance | ₹9.8 L+₹49,277.36 (5.27%) | 4 | Rejected-Finance ok |
| 5 | 5₹12.6 L+₹3.3 L (34.8%)Rejected-Finance | ₹12.6 L+₹3.3 L (34.8%) | 5 | Rejected-Finance ok |
Tender Value
₹12.7 L
EMD Value
₹25,400
Closing Date
29 Apr 2026, 5:00 pmClosed
Narender Singh Suhag
Municipal Council Jind
Repair of various Streets, Pullias, etc. in ward no 22 MC Jind (Only for L/C Societies)
2026_HRY_516713_1
2026D3C5FF14 9FCE 4478 9F55 74346640EB46300ULB
Open Tender
Civil Works
Works
120 days
Jind
2 documents required · 2 mandatory
₹1,000
₹25,400
Yes
29 Jun 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
29 Apr 2026
22 Apr 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 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | - | Sqm | 113 | - |
| 2 | [13.28]Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. [Through Rate] | - | Kg. | 75 | - |
| 3 | [13.29.1]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete [Through Rate] | - | Kg. | 79 | - |
| 4 | [17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] | - | cum | 1,038 | - |
| 5 | [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 | - |
| 6 | [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. [Labour Rate] | - | Sqm | 88 | - |
| 7 | [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 | - |
| 8 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] | - | Sqm | 26 | - |
| 9 | [17.8.1]Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling [Through Rate] | - | cum | 48 | - |
| 10 | [17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications [Through Rate] | - | cum | 27 | - |
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