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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-Finance | ₹17.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹17.5 LSame as L1Rejected-Finance | ₹17.5 LSame as L1 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Shanta Kulkarni L1 | M/S JYOTI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in all type of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all Varieties shingles pebbles all types of conglomerates laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/ shattered decomposed rock or weathered rock, & all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiseling wedging etc. in all conditions such as dry, moist saturated/submerged foul conditions etc. including pumping & bailing out water & back filling the excavated earth to the extend required & disposal of balance excavated stuff in specified area with all leads & lifts etc. complete & as directed by Engineer in Charge etc. complete. a. All kinds of soil. | 289.8 | M3 | 230 ₹66,654 Lowest | 230 ₹66,654 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and conslidating etc. in pipeline rtrenches and other foundation complete. | 36.6 | M3 | 1,680 ₹61,488 Lowest | 1,680 ₹61,488 Lowest |
| 3.00 | Providing & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding cost of centering, shuttering and finishing in: a. All works upto plinth level. | 201.3 | M3 | 5,400 ₹10,87,020 Lowest | 5,400 ₹10,87,020 Lowest |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for: a).Foundations, footings, bases for columns and mass concrete. | 524.6 | M2 | 340 ₹1,78,364 Lowest | 340 ₹1,78,364 Lowest |
| 5.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge. a). 110 mm dia | 90 | RM | 300 ₹27,000 Lowest | 300 ₹27,000 Lowest |
| 6.00 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) | 231.8 | M2 | 190 ₹44,042 Lowest | 190 ₹44,042 Lowest |
| 7.00 | Reinforced cement concrete work 1:1½:3 (1 cement: 1½ coarse sand: 3 granitic or basaltic stone aggreate 20mm nominal size excluding plastering and cost of centering, shuttering & reinforcement, in sloping or battering surface (slabs, beams, louvers, etc). i. Where inclination to the horizontal does not exceed 30° | 1.12 | M3 | 5,677.01 ₹6,358.25 Lowest | 5,677.01 ₹6,358.25 Lowest |
| 8.00 | Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates. (i) Where inclination to the horizontal does not exceed 30° requiring shuttering on the underside only | 9.15 | M2 | 700.03 ₹6,405.27 Lowest | 700.03 ₹6,405.27 Lowest |
| 9.00 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work 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. | 90 | Kg. | 80 ₹7,200 Lowest | 80 ₹7,200 Lowest |
Tender Value
₹21.9 L
EMD Value
₹43,794
Closing Date
20 Jan 2025, 4:00 pmClosed
EE XI, WRD
Ravonfond, Navelim
Improvement to nallah/storm water drain from Anand Sawant house to Chari house in ward No.6 at Dhawali in V.P. Quela in Marcaim Constituency.
2025_WRD_19277_1
WDXI/PB/F.24/2024-25/1389/Sr1
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹43,794
25 Aug 2025
7 Jan 2025
22 Jan 2025
7 Jan 2025
20 Jan 2025
7 Jan 2025
Amount
Earthwork in excavation in all type of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all Varieties shingles pebbles all types of conglomerates laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/ shattered decomposed rock or weathered rock, & all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiseling wedging etc. in all conditions such as dry, moist saturated/submerged foul conditions etc. including pumping & bailing out water & back filling the excavated earth to the extend required & disposal of balance excavated stuff in specified area with all leads & lifts etc. complete & as directed by Engineer in Charge etc. complete. a. All kinds of soil.
Rubble packing with hard laterite stone under floors including watering ramming and conslidating etc. in pipeline rtrenches and other foundation complete.
Providing & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding cost of centering, shuttering and finishing in: a. All works upto plinth level.
Centering and shuttering including struttings, propping etc. and removal of formwork for: a).Foundations, footings, bases for columns and mass concrete.
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge. a). 110 mm dia
12mm cement plaster 1:4 (1 cement : 4 fine sand)
Reinforced cement concrete work 1:1½:3 (1 cement: 1½ coarse sand: 3 granitic or basaltic stone aggreate 20mm nominal size excluding plastering and cost of centering, shuttering & reinforcement, in sloping or battering surface (slabs, beams, louvers, etc). i. Where inclination to the horizontal does not exceed 30°
Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates. (i) Where inclination to the horizontal does not exceed 30° requiring shuttering on the underside only
Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work 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.
Shanta Kulkarni (BID ID -42711)
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