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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAccepted-AOC H NO 37 A NEAR MILITARY CAMP MARGAO QUEPEM ROAD NAVELIM SALCETE GOA | NORTH GOA | GOA | 403529 | ₹5.8 Cr | L1 | Accepted-AOC Being lowest bidder |
| 2 | L2₹5.8 Cr+₹0.01 (<0.01%)Rejected-Finance | ₹5.8 Cr+₹0.01 (<0.01%) | L2 | Rejected-Finance Being higher bidder |
| 3 | L3₹6.3 Cr+₹43.7 L (7.50%)Rejected-Finance HOUSE NO 195 3 NAIKWADA CANCA BARDEZ GOA | ₹6.3 Cr+₹43.7 L (7.50%) | L3 | Rejected-Finance Being higher bidder |
| 4 | L4₹6.3 Cr+₹48.5 L (8.32%)Rejected-Finance SADGURU SMARAN H NO 1502 50 MADEL HOUSING BOARD THIVIM BARDEZ GOA | ₹6.3 Cr+₹48.5 L (8.32%) | L4 | Rejected-Finance Being higher bidde |
| 5 | L5₹6.7 Cr+₹86.1 L (14.8%)Rejected-Finance 1148 E SYKES EXTENSION KOLHAPUR 416001 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416001 | ₹6.7 Cr+₹86.1 L (14.8%) | L5 | Rejected-Finance Being higher bidder |
| Sl No | Description | Qty | Unit | M/s SM CONSTRUCTION L6 | rohidas vaigankar L4 | Sheth and Sura Engineers Pvt Ltd L2 | I B CONSTRUCTIONS L3 | ULTRACON CONSTRUCTIONS PVT. LTD. L1 | Laxmi Civil Engineering Services Pvt Ltd L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, morrum of all varieties, Shingles, pebbles and all types of conglomerates laterite rock, soft rock ordinary rock, disintegrated rock fissured rock, weathered rock shattered rock, decomposed rock and 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 including chiseling, wedging etc in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping and bailing out water including setting out construction of shoring and bracing in removal of stumps and other deleterious material, dressing of sides and disposing off the remaining excavated soil/ rock as directed by Engineer-in-charge for initial lead of 50 mts. and all lifts etc. complete | 9,845 | Cu.m. | 391 ₹38,49,395 | 160 ₹15,75,200 | 313.52 ₹30,86,604.4 | 100 ₹9,84,500 Lowest | 200 ₹19,69,000 | 410 ₹40,36,450 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and onsolidating etc. in pipeline trenches and other foundations complete | 97 | Cu.m. | 2,211 ₹2,14,467 | 900 ₹87,300 Lowest | 1,768.8 ₹1,71,573.6 | 1,050 ₹1,01,850 | 1,700 ₹1,64,900 | 1,750 ₹1,69,750 |
| 3.00 | 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 | 59 | Cu.m. | 6,810 ₹4,01,790 | 5,000 ₹2,95,000 Lowest | 5,448 ₹3,21,432 | 5,250 ₹3,09,750 | 7,200 ₹4,24,800 | 6,250 ₹3,68,750 |
| 4.00 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) All works upto plinth level | 226 | Cu.m. | 7,180 ₹16,22,680 | 7,000 ₹15,82,000 | 5,742.4 ₹12,97,782.4 | 5,300 ₹11,97,800 Lowest | 7,500 ₹16,95,000 | 6,720 ₹15,18,720 |
| 5.00 | Centering & shuttering including Strutting, Propping & removal of forms for Foundations, Footings, Bases for columns | 1,175 | Sq. mt | 407 ₹4,78,225 | 150 ₹1,76,250 Lowest | 325.6 ₹3,82,580 | 220 ₹2,58,500 | 450 ₹5,28,750 | 370 ₹4,34,750 |
| 6.00 | 12mm cement plaster 1:3 (1 cement : 3 fine sand) | 432 | Sq. mt | 238 ₹1,02,816 | 200 ₹86,400 | 190.4 ₹82,252.8 Lowest | 200 ₹86,400 | 200 ₹86,400 | 200 ₹86,400 |
| 7.00 | Neat cement punning | 216 | Sq. mt | 58 ₹12,528 | 40 ₹8,640 Lowest | 46.4 ₹10,022.4 | 50 ₹10,800 | 50 ₹10,800 | 50 ₹10,800 |
| 8.00 | 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. | 10,170 | kg | 100 ₹10,17,000 | 87 ₹8,84,790 | 69.6 ₹7,07,832 Lowest | 80 ₹8,13,600 | 100 ₹10,17,000 | 95 ₹9,66,150 |
| 9.00 | Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS: 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS: 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 .
Nominal Dia in mm 300 | 960 | Metre | 6,500 ₹62,40,000 | 6,300 ₹60,48,000 | 4,419.2 ₹42,42,432 | 4,970 ₹47,71,200 | 4,400 ₹42,24,000 Lowest | 5,240 ₹50,30,400 |
| 9.01 | Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS: 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS: 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 .
Nominal Dia in mm
400 | 3,170 | Metre | 8,775 ₹2,78,16,750 | 8,300 ₹2,63,11,000 | 6,587.2 ₹2,08,81,424 | 7,650 ₹2,42,50,500 | 6,153.68 ₹1,95,07,165.6 Lowest | 7,950 ₹2,52,01,500 |
Tender Value
₹7.3 Cr
EMD Value
₹14.6 L
Closing Date
24 Oct 2025, 10:00 amClosed
Executive Engineer, WDVII, WRD, Dhargal
Executive Engineer, WDVII, WRD, Dhargal
Improvement to B3 distributary by providing Ductile Iron Pipe at Ozarim Village in Pernem Taluka
2025_WRD_25020_1
Tender Notice -17(b)
Open Tender
Civil Works - Canal
Item Rate
180 days
Ozarim, Pernem
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹14.6 L
1 Dec 2025
7 Oct 2025
27 Oct 2025
8 Oct 2025
24 Oct 2025
8 Oct 2025
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finance_25447.pdf
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