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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance H NO 2128 BH SATOSKAR BUILDING DESSAI NAGAR SANQUELIM BICHOLIM GOA | NORTH GOA | GOA | 403001 | L1 | Admitted-Finance | |
| 2 | L1₹1.0 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 3 | L1₹1.0 CrAdmitted-Finance | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SAMARTH CONSTRUCTIONS L1 | NAUSHAD M. SHAIKH L1 | M/S SURAJ S KATKAR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical / manual means in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, morrum of all varieties shingles, pebbles, all type of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated, or weathered rock fissured/shattered, decomposed rock and all such other materials, either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. but blasting prohibited in all condition such as dry moist, saturated submerged, foul conditions etc. including pumping or bailing out water / dewatering including setting out construction of shoring strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, gaurding etc and back filling the excavated earth to the extent required and disposing of surplus excavated soil/ rock at specified areas with all leads and lifts etc as per specifications and drawing and as directed by the engineer - in -charge etc. all complete. | 1,698.5 | Cum | 265 ₹4,50,102.5 | 264 ₹4,48,404 Lowest | 265 ₹4,50,102.5 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 135 | Cum | 2,034.12 ₹2,74,606.2 | 2,034 ₹2,74,590 | 2,030.02 ₹2,74,052.7 Lowest |
| 3.00 | Providing and laying stone rip rap for Talus with basaltic/ granitic stones, 60% of which shall comprise stones not less than 0.0425 cum (1.5 cft.) in size each & remaining 40% and comprising well graded rubble not below the size of 0.0142 cum (1/2 cft.) including the cost of conveyance of all materials, spreading, hand packing, wedging, etc. for all leads and lifts, etc. as directed by Engineer in-charge. | 186 | Cum | 1,999.16 ₹3,71,843.76 | 2,000 ₹3,72,000 | 1,950.01 ₹3,62,701.86 Lowest |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for:
a) Foundations, footings, bases for columns and mass concrete. | 2,223 | Sqm | 377 ₹8,38,071 | 374.44 ₹8,32,380.12 Lowest | 374.44 ₹8,32,380.12 Lowest |
| 5.00 | Providing & Laying cement concrete 1: 1.5: 3 (1 Cement: 1.5 Coarse Sand: 3 graded granitic or basaltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in:
a) All Works upto plinth level | 56 | Cum | 6,708.64 ₹3,75,683.84 | 6,700 ₹3,75,200 | 6,695.02 ₹3,74,921.12 Lowest |
| 6.00 | Providing & Laying cement concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 graded granitic or basaltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in:
a) All Works upto plinth level | 786.6 | Cum | 6,265.2 ₹49,28,206.32 | 6,260 ₹49,24,116 | 6,250 ₹49,16,250 Lowest |
| 7.00 | Centering and shuttering including strutting, propping and removal of forms for :
iii) Columns, piers, Pillars, Aburments, posts and struts (square rectanagle polygon in plan) | 48 | Sqm | 550.16 ₹26,407.68 Lowest | 555 ₹26,640 | 569.99 ₹27,359.52 |
| 8.00 | Centering and shuttering including struttings, propping and removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates.
iii) Columns, Pillars, Posts and struts (circular or curved in plan) | 42.4 | Sqm | 667 ₹28,280.8 Lowest | 667 ₹28,280.8 Lowest | 680.01 ₹28,832.42 |
| 9.00 | Providing & Laying in position (1:1 1/2 :3) Reinforced cement concrete excluding the cost of centering shuttering, finishing and reinforcement (1 cement: 1 1/2 coarse sand: 3 graded stone agg. 20 mm. nominal size):
i) a)All works upto plinth level | 77.5 | Cum | 6,603.76 ₹5,11,791.4 Lowest | 6,610 ₹5,12,275 | 6,650.01 ₹5,15,375.78 |
| 10.00 | Providing & Laying in position (1:1 1/2 :3) Reinforced cement concrete excluding the cost of centering shuttering, finishing and reinforcement (1 cement: 1 1/2 coarse sand: 3 graded stone agg. 20 mm. nominal size):
ii) b) in walls (any Thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level. | 31.2 | Cum | 7,391.28 ₹2,30,607.94 Lowest | 7,400 ₹2,30,880 | 7,500 ₹2,34,000 |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
18 Sept 2026, 4:00 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Construction of Open Type Bandhara across Velus river at Valache Vaigan and Construction of Canal at Thane V.P. Dongurli - Thane in Sattari Taluka
2026_WRD_31481_1
No.WRD/WDVI/PB/F.30/TN e 25/2026-27/486 line 2 Dated 01/09 /2026
Open Tender
Civil Works - Water Works
Item Rate
90 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹3.0 L
24 Sept 2026
1 Sept 2026
21 Sept 2026
1 Sept 2026
18 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical / manual means in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, morrum of all varieties shingles, pebbles, all type of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated, or weathered rock fissured/shattered, decomposed rock and all such other materials, either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. but blasting prohibited in all condition such as dry moist, saturated submerged, foul conditions etc. including pumping or bailing out water / dewatering including setting out construction of shoring strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, gaurding etc and back filling the excavated earth to the extent required and disposing of surplus excavated soil/ rock at specified areas with all leads and lifts etc as per specifications and drawing and as directed by the engineer - in -charge etc. all complete. | 1,698.5 | Cum | - | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 135 | Cum | - | - |
| 3 | Providing and laying stone rip rap for Talus with basaltic/ granitic stones, 60% of which shall comprise stones not less than 0.0425 cum (1.5 cft.) in size each & remaining 40% and comprising well graded rubble not below the size of 0.0142 cum (1/2 cft.) including the cost of conveyance of all materials, spreading, hand packing, wedging, etc. for all leads and lifts, etc. as directed by Engineer in-charge. | 186 | Cum | - | - |
| 4 | Centering and shuttering including struttings, propping etc. and removal of formwork for:
a) Foundations, footings, bases for columns and mass concrete. | 2,223 | Sqm | - | - |
| 5 | Providing & Laying cement concrete 1: 1.5: 3 (1 Cement: 1.5 Coarse Sand: 3 graded granitic or basaltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in:
a) All Works upto plinth level | 56 | Cum | - | - |
| 6 | Providing & Laying cement concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 graded granitic or basaltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in:
a) All Works upto plinth level | 786.6 | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping and removal of forms for :
iii) Columns, piers, Pillars, Aburments, posts and struts (square rectanagle polygon in plan) | 48 | Sqm | - | - |
| 8 | Centering and shuttering including struttings, propping and removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates.
iii) Columns, Pillars, Posts and struts (circular or curved in plan) | 42.4 | Sqm | - | - |
| 9 | Providing & Laying in position (1:1 1/2 :3) Reinforced cement concrete excluding the cost of centering shuttering, finishing and reinforcement (1 cement: 1 1/2 coarse sand: 3 graded stone agg. 20 mm. nominal size):
i) a)All works upto plinth level | 77.5 | Cum | - | - |
| 10 | Providing & Laying in position (1:1 1/2 :3) Reinforced cement concrete excluding the cost of centering shuttering, finishing and reinforcement (1 cement: 1 1/2 coarse sand: 3 graded stone agg. 20 mm. nominal size):
ii) b) in walls (any Thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level. | 31.2 | Cum | - | - |
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