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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.7 LAdmitted-Finance | -32.15% | ₹8.7 L | L1 | Admitted-Finance |
| 2 | L2₹10.5 L+₹1.8 L (20.5%)Admitted-Finance | -18.27% | ₹10.5 L+₹1.8 L (20.5%) | L2 | Admitted-Finance |
| 3 | L3₹10.7 L+₹2.0 L (23.1%)Admitted-Finance | -16.50% | ₹10.7 L+₹2.0 L (23.1%) | L3 | Admitted-Finance |
| 4 | L4₹12.7 L+₹4.0 L (45.9%)Admitted-Finance | -1.00% | ₹12.7 L+₹4.0 L (45.9%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Document not Completed |
Tender Value
₹12.8 L
EMD Value
₹25,640
Closing Date
1 Apr 2026, 6:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARD MANDAR
Establishment of ABC centre for Stray Dogs in Nagar palika Mandar.
2026_DLB_548012_1
1650
Open Tender
Civil Works
Percentage
60 days
MUNICIPAL BOARD MANDAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MDRISL, EXECUTIVE OFFICER
₹25,640
Yes
10 Apr 2026
23 Mar 2026
2 Apr 2026
24 Mar 2026
1 Apr 2026
24 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 |
|---|---|---|---|---|---|
| 1Earth 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. 4.10.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.4.10.1.1 Depth upto 1.5 m. | |||||
| 2Providing 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). | |||||
| 3Random rubble masonry with hard stone in foundation and plinth 25.1.1 : Cement mortar 1:4 (1 cement : 4 coarse sand) | |||||
| 4Providing 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. | |||||
| 5Brick work with FPS bricks of class designation 75 in foundation and plinth in: 24.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) | |||||
| 6Half brick masonry with FPS brick of class designation 75 in foundations and plinth in : 24.11.2 cement mortar 1:4 (1 cement : 4 coarse sand) | |||||
| 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). | |||||
| 8Steel 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.29.26.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | |||||
| 9Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 31.1.3 0.63 mm thick with zinc coating not less than 275gm/m². | |||||
| 10Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge. 10.16.1 Mesh size 50mm x 50mm made of GI wire 3.15mm dia | |||||
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