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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance | ₹1.4 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.5 Cr+₹3.3 L (2.30%)Rejected-Finance H NO 859 SANTEMOL RAIA SALCETE GOA | SOUTH GOA | GOA | 403103 | ₹1.5 Cr+₹3.3 L (2.30%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.5 Cr+₹4.9 L (3.43%)Rejected-Finance | ₹1.5 Cr+₹4.9 L (3.43%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Clasic Construction L3 | Paresh G. Kamat & Associates L1 | Shri Sidharth R. Xette Bandekar L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties, Shingles, pebbles and all types of conglomerates laterite rock, soft rock, ordinary rock, disintegrated or weathered rock, fissured/shattered rock, 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 chiseling, wedging etc but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping and bailing out water/ dewatering including setting out construction of shoring, strutting and bracing, removal of stumps and other deleterious material, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and disposal of excavated soil/rock at specified areas with all leads and all lifts. etc as per specification and drawing and as directed by Engineer-in-charge etc. all complete. | 4,101.5 | Cu.m | 280 ₹11,48,420 | 300 ₹12,30,450 | 250 ₹10,25,375 Lowest |
| 2.10 | Centering and shuttering including strutting, propping etc. and removal of formwork for a)Foundations, footings, bases for columns and mass concrete. | 672.6 | Sq.m | 575 ₹3,86,745 | 400 ₹2,69,040 Lowest | 550 ₹3,69,930 |
| 2.20 | b)Vertical surface such as retaining walls, return walls, walls (any thk) including attached pilasters buttresses, plinth and string course fillets, etc. | 431 | Sq.m | 925 ₹3,98,675 | 700 ₹3,01,700 Lowest | 900 ₹3,87,900 |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of forms for slopping or battering surface (slabs, beams, louvers, etc.) including folded plates. iii) Columns, Pillars, Posts & Struts ( circular or curved in plan) | 108.5 | Sq.m | 1,220 ₹1,32,370 | 1,000 ₹1,08,500 Lowest | 1,200 ₹1,30,200 |
| 4.00 | Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level. | 110.2 | Cu.m | 12,600 ₹13,88,520 | 10,000 ₹11,02,000 Lowest | 12,500 ₹13,77,500 |
| 5.10 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level | 441.6 | Cu.m | 6,700 ₹29,58,720 | 6,500 ₹28,70,400 Lowest | 6,800 ₹30,02,880 |
| 5.20 | b)In retaining walls , return walls (any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | 123.5 | Cu.m | 11,000 ₹13,58,500 | 10,000 ₹12,35,000 | 8,000 ₹9,88,000 Lowest |
| 6.10 | Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size. a) All works upto plinth level | 78 | Cu.m | 12,400 ₹9,67,200 | 12,000 ₹9,36,000 Lowest | 12,500 ₹9,75,000 |
| 6.20 | 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 | 37.5 | Cu.m | 11,000 ₹4,12,500 Lowest | 15,000 ₹5,62,500 | 14,000 ₹5,25,000 |
| 7.00 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | 9,660 | Kg | 101 ₹9,75,660 Lowest | 125 ₹12,07,500 | 125 ₹12,07,500 |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
26 Oct 2024, 4:00 pmClosed
EE XI, WRD
Ravonfond, Navelim
Construction of Open Type Bandhara at Chicheshet Mone across Mone nallah in V.P. Cotigao in Canacona Taluka
2024_WRD_17621_1
WDXI/PB/F.24/2024-25/986
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,000
₹2.8 L
3 Nov 2025
1 Oct 2024
28 Oct 2024
1 Oct 2024
26 Oct 2024
1 Oct 2024
stage.html
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