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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹8.5 L+₹71,555.10 (9.24%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹8.6 L+₹89,346.65 (11.5%)Rejected-Finance HIMACHAL PRADESH HP | L3 | Rejected-Finance L3 | |
| 4 | L4₹8.6 L+₹90,318.87 (11.7%)Rejected-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | L4 | Rejected-Finance L4 |
Tender Value
₹9.7 L
EMD Value
₹19,500
Closing Date
18 Apr 2026, 10:00 amClosed
EE Nalagarh
Nalagarh
Restoration of rain damages on Jhulla bridge Dharkotla to Tallan (SH C/O wire crate and PGI sheet etc).
2026_PWD_133772_1
NIT No. 137-41 dated 6-04-2026
Open Tender
Civil Works
Percentage
90 days
Nalagarh
5 documents required · 5 mandatory
₹350
₹19,500
21 Apr 2026
9 Apr 2026
18 Apr 2026
9 Apr 2026
18 Apr 2026
9 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 | Excavation for structures:- Earth work in excavation for structure as per drawing and technical specification Clause 305-1 including setting out, construction of shoring and bracin , removal of stumps and other deleterious material and disposal upto a lead of 50 metre dressing of sides and bottom and back filling in trenches with excavated suitable material in ordinary soil upto 3 metre depth. | 1 | P/Cum | - | - |
| 2 | Providing and laying of boulder apron laid in wire crates with 4mm dia G.I. wire conforming to IS:280 and IS: 4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specifications Clause 1301. | 1 | P/Cum | - | - |
| 3 | 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. | - | P/Cum | - | - |
| 4 | 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. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. including carriage of labour, material and equipments with all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge. | 1 | Kg | - | - |
| 5 | Providing and fixing 0.60mm ( zero point sixty millimeters) thick preprinted steel sheet or TATA Durashine in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyester (RNP) organic coating of 20 ( twenty) microns over 5 (five) microns primer coating to back coat of polyester of 5 microns over 5 microns primer coating to back coat of polyester of 5 (five) microns over 5 (five) microns primer coating i/c fixing with pre painted iron J or L hooks, bolts and nuts 6mm ( six millimeter) dia meter with pre painted limpet and rubber washers complete with all accessories as required as per the direction of Engineer-in-Charge including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | - | Sqm | - | - |
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