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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹35.0 LAdmitted-Finance | -27.11% | ₹35.0 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹48.0 L
EMD Value
₹96,040
Closing Date
6 Aug 2026, 2:00 pmClosed
COMMISISONER
Nagar Parishad Jalore
CONSTRUCTION OF NALA FROM GANESH NAGAR COLONY TO MAIN ROAD IN WARD NO 01 AT JALORE
2026_DLB_582200_13
NPJ/DEV/2026/2825 DATE 27-07-2026
Open Tender
Civil Works
Percentage
180 days
Jalore
Please Refer Tender Documents
3 documents required · 3 mandatory
₹500
COMMISISONER/MD RISL
₹96,040
Yes
27 Aug 2026
5 Aug 2026
7 Aug 2026
5 Aug 2026
6 Aug 2026
5 Aug 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 |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m | - | cum | 214.5 | - |
| 1.02 | Carriage of earth upto 1 Km lead, LS | - | cum | 152.02 | - |
| 1.03 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as per specification and / or as directed by Engineer. 600 mm internal diameter | - | rmtr | 3,790 | - |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | CUM | 4,340 | - |
| 1.05 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 4,245 | - |
| 1.06 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), Bed | - | cum | 5,360 | - |
| 1.07 | Cement plastering including T&P, scaffolding, material and complete labpour, ding cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:6 (1 cement : 6 fine/ coarse sand) | - | sqm | 264 | - |
| 1.08 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: | - | kg | 88.1 | - |
| 1.09 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Footing dpc | - | sqm | 220 | - |
| 1.1 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | 6,200 | - |
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