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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹6.1 L+₹20,107.74 (3.41%)Rejected-Finance NOT SPECIFIED | L2 | Rejected-Finance L2 | |
| 3 | L3₹6.4 L+₹46,851.04 (7.95%)Rejected-Finance HIMACHAL PRADESH HP | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.9 L+₹1.0 L (17.2%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹6.7 L
EMD Value
₹13,500
Closing Date
7 Apr 2026, 10:00 amClosed
EE Nalagarh
nalagarh
R/R of Rain damages on SKRN road Km 60/500 to 94/00 (SHC/O Missing pipe culvert 900 mm dia NP-2 HPC at Rd 68/200 , C/O protection Work at exisiting pipe culvert at Rd 61/920 and wire crate at Rd 68/980 to 69/00 and Repair of slab culvert at Rd 71/9
2026_PWD_132851_1
NIT No. 12213-17 dated 24-03-2026
Open Tender
Civil Works
Percentage
90 days
nalagarh
5 documents required · 5 mandatory
₹350
₹13,500
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 |
|---|---|---|---|---|---|
| 1 | Earthwork 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. | 1 | Cum | - | - |
| 2Providing and laying mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone agreegate 40 mm (forty millimetre) nominal size). 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 boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. in all kinds of leads ,lifts and other incidental, as per the direction of the Engineer-in-charge. The rate including of octroi, royality, Malkana, Tol Tax, GST and other taxes imposed by the Government. | |||||
| 4 | Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete of plain concrete nominal mix 1:3:6 (one cement isto three sand isto six graded stone agreegate. 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. | 1 | Cum | - | - |
| 5Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1106. 900 mm dia including carriage of labour, material and equipments with all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge. | |||||
| 6Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full hieght compacted to firm condition complete as per drawing and techanical specification clause 1204.03.8. including carriage of material with in all lead and as per the direction nd entire satisfaction of Engineer-in charge. | |||||
| 7Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending hrough the full with of the structures with slop of 1(v):20(H) towards drawing ace complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of material with in all lead and as per the direction nd entire satisfaction of Engineer-in charge. | |||||
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