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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.6 LAccepted-AOC MC GOHANA | ₹96.6 L | L1 | Accepted-AOC Low bid |
| 2 | L2₹98.9 L+₹2.3 L (2.43%)Rejected-Finance | ₹98.9 L+₹2.3 L (2.43%) | L2 | Rejected-Finance High bid |
| 3 | L3₹99.7 L+₹3.2 L (3.28%)Rejected-Finance 161 VPO RAJLU GARHI GANAUR 131101 | SONIPAT | HARYANA | 131101 | ₹99.7 L+₹3.2 L (3.28%) | L3 | Rejected-Finance High bid |
| 4 | Rejected-Technical 81 ARYA NAGAR ASSANDH ROAD PANIPAT HARYANA 132103 | PANIPAT | HARYANA | 132103 | - | - | Rejected-Technical Not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
Tender Value
₹83.3 L
EMD Value
₹1.7 L
Closing Date
9 Apr 2026, 9:00 amClosed
MANJEET DAHIYA
Municipal Committee Kundli
Construction of culvert/Bridge near shiva modern schoolon drain no. 6 ward no. 12,14 MC Kundli
2026_HRY_511651_1
2026F96EACC6 9B80 40B1 BF59 19B86D3B7EAF1676ULB
Open Tender
Civil Works
Works
365 days
Kundli(MC)
Construction of culvert/Bridge near shiva modern schoolon drain no. 6 ward no. 12,14 MC Kundli
2 documents required · 2 mandatory
₹5,000
Yes
₹1.7 L
Yes
4 Aug 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
9 Apr 2026
30 Mar 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[10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate] | |||||
| 2[15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m [Through Rate] | |||||
| 3[15.8.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 1. PCC Grade M15 [Through Rate] | |||||
| 4[15.8.7.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 7.1. RCC Grade M30 Using Concrete Mixer [Through Rate] | |||||
| 5[17.15.3]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 3. Grading III material [Through Rate] | |||||
| 6[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] | |||||
| 7[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) [Through Rate] | |||||
| 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] | |||||
| 9[17.62.1]Providing and Laying 1000 mm dia Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row 1. Providing and Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications [Through Rate] | |||||
| 10[27.11.1.1]RCC Grade M30 1.1. Height up to 5m Using concrete Mixer [Through Rate] | |||||
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