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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.8 CrAdmitted-Finance | -34.00% | ₹6.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.9 CrAdmitted-Finance | -32.99% | ₹6.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹7.7 CrAdmitted-Finance | -25.25% | ₹7.7 Cr | L3 | Admitted-Finance |
| 4 | L4₹8.2 CrAdmitted-Finance 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | -20.01% | ₹8.2 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹10.3 Cr
EMD Value
₹20.3 L
Closing Date
23 Apr 2026, 3:00 pmClosed
EE,NPD-7,DDA
EE,NPD-7,DDA
C/o Surface Parking at Plot no.1, 2, 3, 4(left out part) and near Public Toilets of Transport Traders, IFC, Narela
2026_DDA_905004_1
01/EE/NPD-7/DDA/2026-27
Open Tender
Civil Works
120 days
NARELA
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹20.3 L
26 May 2026
10 Apr 2026
24 Apr 2026
10 Apr 2026
23 Apr 2026
10 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavating in soil/earth with hydraulic excavator i/c cutting and loading in tippers , transporting and dumping it to the embankment/subgrade location with all lifts and leads upto 5 km. | 1 | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Construction of soil Sub Grade with dumped earth at site by dressing to camber and consolidating with motor grader, road roller of 8 to 12 tonne capacity,sprinkling water etc. to achieve the compaction under OMC to give Maximum dry density (proctor density) as per specification including making good the undulations and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. (a) With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | ||||||
| 3.1 | (b)With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 4Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | ||||||
| 5 | Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 6 | Providing and laying C.C. pavement of mix M-30 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. including levelling to required slope/camber, finishing with required texture, providing tie bars wherever required, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per specification and direction of Engineer-in-charge (Item of shuttering work, joint fillers, sealants, tie bars to be paid separately). | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 7Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. Complete all as per direction of Engineer-in-Charge. (a) 60 mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. | ||||||
| 8Providing and laying 100 mm thick factory made cement concrete interlocking paver block of M-40 grade in heavy traffic parking area, made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge | ||||||
| 9Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specification’s and directions of Engineer-in-Charge. (a) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | ||||||
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