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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹37.0 LAdmitted-Finance | -25.42% | ₹37.0 L | L1 | Admitted-Finance |
| 2 | L2₹39.0 L+₹1.9 L (5.26%)Admitted-Finance | -21.50% | ₹39.0 L+₹1.9 L (5.26%) | L2 | Admitted-Finance |
| 3 | L3₹41.6 L+₹4.6 L (12.5%)Admitted-Finance | -16.10% | ₹41.6 L+₹4.6 L (12.5%) | L3 | Admitted-Finance |
| 4 | L4₹46.7 L+₹9.6 L (26.1%)Admitted-Finance | -5.99% | ₹46.7 L+₹9.6 L (26.1%) | L4 | Admitted-Finance |
| 5 | L5₹48.1 L+₹11.1 L (30.1%)Admitted-Finance | -2.99% | ₹48.1 L+₹11.1 L (30.1%) | L5 | Admitted-Finance |
Tender Value
₹49.6 L
EMD Value
₹99,300
Closing Date
2 Apr 2026, 6:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARD MANDAR
Repairing and Construction of Nallah from Mahaveer hospital road to market on Reoder road Mandar.
2026_DLB_547757_1
1635
Open Tender
Civil Works
Percentage
180 days
MUNICIPAL BOARD MANDAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MDRISL, EXECUTIVE OFFICER
₹99,300
Yes
9 Apr 2026
23 Mar 2026
6 Apr 2026
23 Mar 2026
2 Apr 2026
23 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 |
|---|---|---|---|---|---|
| 14.23 Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. | |||||
| 2Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth for lead upto 2 Km. | |||||
| 3Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. 4.2.1 In all type of soil | |||||
| 4Providing 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 : 5 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size) | |||||
| 5Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand) | |||||
| 6Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 30.3.2 75mm thick | |||||
| 7Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 32.1.2 1:6 (1 cement : 6 fine/ coarse sand). | |||||
| 832.9 Neat cement punning | |||||
| 9Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels 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 directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 17.19.9 600 mm internal diameter. | |||||
| 10Providing 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. | |||||
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