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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹3.4 L+₹24,734.69 (7.75%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.6 L+₹40,887.12 (12.8%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹3.6 L+₹40,927.61 (12.8%)Rejected-Finance NOT SPECIFIED | L4 | Rejected-Finance L4 | |
| 5 | L5₹3.6 L+₹41,251.47 (12.9%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹4.0 L
EMD Value
₹8,100
Closing Date
7 Apr 2026, 10:00 amClosed
EE Nalagarh
Nalagarh
R/R damages on Chuwal Gansot road in km 0/0 to 2/00 (SH P/L Interlocking tile at RD 1/300 to 1/437).
2026_PWD_132880_1
NIT No. 12213-17 dated 24-03-2026
Open Tender
Civil Works
Percentage
90 days
nalagarh
5 documents required · 5 mandatory
₹350
₹8,100
10 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
7 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 2Providing and laying mechanically mixed and vibrated reinforced cement concrete nominal mix 1:2:4 ( one cement:two : sand:four graded crushed stone aggregate grade M-20 (M-twenty) nominal size mix design to obtain the minimum compressive strength of grade M-20(twenty) open foundation including the cost of form work and reinforcement for reinforced concrete work in deck,slab,beams girders and bressumers etcetra per drawing and MORD technical specification for Roads clause-800,1205.4 & 1205.5 . including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge | |||||
| 3Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawing and techanical specification clause 1504. including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges | |||||
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technical_196516.pdf
techsummary_196516.pdf
finance_196516.pdf
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BOQ_196516.xls
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