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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Finance | ₹7.0 L | L1 | Admitted-Finance |
| 2 | L2₹7.4 L+₹36,855.70 (5.27%)Admitted-Finance DADRA AND NAGER HAVELI DN | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396193 | ₹7.4 L+₹36,855.70 (5.27%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Nirmal Construction L1 | Dharmik Construction L2 |
|---|---|---|---|---|---|
| 1.00Items : | |||||
| 1.01 | Excavation for foundation up to 1.5 mt. Depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50 meter lead. ( B ) Dence or Hard Soil | 38.48 | M3 | 7,696 ₹7,696 Lowest | 8,080.8 ₹8,080.8 |
| 1.02 | Granular Sub-Base with Coarse Graded Material:- Construction of granular sub-base as per specification by providing crushed stone aggregates, spreading in uniform layers with and mixing and compacting with manual labours, complete. | 11.81 | M3 | 24,210.5 ₹24,210.5 Lowest | 24,801 ₹24,801 |
| 1.03 | Providing and laying Cement Concrete 1:3:6 (1 Cement : 3 coarse sand : 6 hand broken stone aggregates 40 mm nomial size) and curing complete excluding cost of form work in (A) foundation and Plinth | 11.81 | M3 | 59,050 ₹59,050 Lowest | 59,640.5 ₹59,640.5 |
| 1.04 | providing and fixing precast Rubber dye/steel dye locking concrete block 60mm thick of M250 grade concrete as per approved design and including excavation for fixing in proper line and level, filling joint with c:m 1:3 (1 cemen: 3 fine sand) etc. Complete. | 173.8 | M2 | 1,58,158 ₹1,58,158 Lowest | 1,65,110 ₹1,65,110 |
| 1.05 | Fixing of corrugated G.I sheet of class-3 roofing fixed with glavanished iron J or L Hooks,Bolts and nuts 8mm diameter with bitumen and G.I limpet washer or G.I limpet washer.filled with white lead complete excluding the cost of purlins,Rafters and Trusses as per directed by engineer incharge. | 144 | M2 | 72,000 ₹72,000 Lowest | 74,880 ₹74,880 |
| 1.06 | Brick work using common burnt clay building bricks having
crushing strength not less than 35 kg./Sq.Cm. in foundation and
plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(A) | 6.9 | M3 | 41,400 ₹41,400 Lowest | 41,745 ₹41,745 |
| 1.07 | Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) | 37.5 | M2 | 16,875 ₹16,875 Lowest | 18,375 ₹18,375 |
| 1.08 | Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete | 3.93 | cu.m | 25,545 ₹25,545 Lowest | 25,662.9 ₹25,662.9 |
| 1.09 | Steel work, welded in built up sections framed work including
cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (A)In beams and joists, channels angles Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like | 21.1 | Qt | 2,63,750 ₹2,63,750 Lowest | 2,84,850 ₹2,84,850 |
Tender Value
Refer Docs
EMD Value
₹11,505
Closing Date
27 Apr 2026, 3:00 pmClosed
Chief Executive Officer
Chief Executive Officer, District Panchayat, Daman
Repairing and Providing and Fixing Paver block at zari primary school in Magarwada G. G. Panchayat, Moti Daman
2026_DAMAN_4680_1
02/2026-27
Open Tender
Civil Works
Works
30 days
Daman
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Chief Executive Officer
₹11,505
16 Jun 2026
13 Apr 2026
27 Apr 2026
13 Apr 2026
27 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Items : | |||||
| 1.01 | Excavation for foundation up to 1.5 mt. Depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50 meter lead. ( B ) Dence or Hard Soil | - | M3 | - | - |
| 1.02 | Granular Sub-Base with Coarse Graded Material:- Construction of granular sub-base as per specification by providing crushed stone aggregates, spreading in uniform layers with and mixing and compacting with manual labours, complete. | - | M3 | - | - |
| 1.03 | Providing and laying Cement Concrete 1:3:6 (1 Cement : 3 coarse sand : 6 hand broken stone aggregates 40 mm nomial size) and curing complete excluding cost of form work in (A) foundation and Plinth | - | M3 | - | - |
| 1.04 | providing and fixing precast Rubber dye/steel dye locking concrete block 60mm thick of M250 grade concrete as per approved design and including excavation for fixing in proper line and level, filling joint with c:m 1:3 (1 cemen: 3 fine sand) etc. Complete. | - | M2 | - | - |
| 1.05 | Fixing of corrugated G.I sheet of class-3 roofing fixed with glavanished iron J or L Hooks,Bolts and nuts 8mm diameter with bitumen and G.I limpet washer or G.I limpet washer.filled with white lead complete excluding the cost of purlins,Rafters and Trusses as per directed by engineer incharge. | - | M2 | - | - |
| 1.06 | Brick work using common burnt clay building bricks having
crushing strength not less than 35 kg./Sq.Cm. in foundation and
plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(A) | - | M3 | - | - |
| 1.07 | Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) | - | M2 | - | - |
| 1.08 | Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete | - | cu.m | - | - |
| 1.09 | Steel work, welded in built up sections framed work including
cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (A)In beams and joists, channels angles Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like | - | Qt | - | - |
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