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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹2.4 CrAccepted-AOC | ₹2.4 Cr | 1st | Accepted-AOC 1st lowest |
| 2 | 2nd₹2.6 CrRejected-Finance HOUSE NO 195 3 NAIKWADA CANCA BARDEZ GOA | ₹2.6 Cr | 2nd | Rejected-Finance 2nd lowest |
| 3 | Rejected-Technical 20 2434 GFB3A VASANT NAGAR SANKALI GOA | SOUTH GOA | GOA | 403103 | - | - | Rejected-Technical work completion certificates not submitted |
| Sl No | Description | Qty | Unit | I B CONSTRUCTIONS L2 | M/s IJM Construction L1 |
|---|---|---|---|---|---|
| 1.00Civil Works | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 72 | 100 Sqm | 550 ₹39,600 | 500 ₹36,000 |
| 1.02 | Earthwork in excavation over areas by mechanical/manual means in all type of strata comprising any of the materials such as soil, silt, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerates, all types of laterite rock, soft rock, disintegrated rock, fissured/ shattered/ decomposed rock or weathered rock and all such other materials as described under appendix to these specifications whether in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. in all conditions such as dry, moist, saturated, submerged, foul conditions etc.blasting prohibited including pumping or bailing out water including segregating the excavated earth/rock and disposal of surplus excavated earth at contractors identified site(at risk and cost of the contractor)for all leads and lifts and as directed by Engineer . | 270 | Cu.m | 550 ₹1.5 L | 250 ₹67,500 |
| 1.03 | Earthwork in excavation for foundation pipeline trenches by mechanical/mannual means in all type of strata comprising any of the materials such as soil, silt, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerates, all types of laterite rock, soft rock, disintegrated rock, fissured/ shattered/ decomposed rock or weathered rock and all such other materials as described under appendix to these specifications whether in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. in all conditions such as dry, moist, saturated, submerged, foul conditions etc. blasting prohibited including pumping or bailing out water including segregating the excavated earth/rock and disposal of surplus excavated earth at contractors identified site at risk and cost of the contractor) for all leads and lifts and as directed by Engineer . | 892 | Cu.m | 500 ₹4.5 L | 250 ₹2.2 L |
| 1.04 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 274 | cu.m | 260 ₹71,240 | 200 ₹54,800 |
| 1.05 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete.
a. Sand | 19 | cu.m | 2,600 ₹49,400 | 2,000 ₹38,000 |
| 1.06 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 458 | cu.m | 2,400 ₹11.0 L | 1,400 ₹6.4 L |
| 1.07 | Pre-cast cement concrete solid blocks masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 corase sand ) in partition walls size of blocks (30 x 20 x 10) | 22 | Sqm | 1,050 ₹23,100 | 1,000 ₹22,000 |
| 1.08 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level | 80 | Cu.m | 6,500 ₹5.2 L | 5,200 ₹4.2 L |
| 1.09 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level
Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 70 | cu.m | 7,500 ₹5.3 L | 5,500 ₹3.9 L |
Updated dates
Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
30 Oct 2025, 3:00 pmClosed
Executive Engineer
Paryatan bhavan Patto Panaji
Development and beautification of infrastructure at Shree Sati Devi temple Vithalapur Karapur Bicholim Goa
2025_GTDCL_25414_1
GTDC/PC/EE(N)/2025-26/e- 47(3)
Open Tender
Civil Works
180 days
Paryatan bhavan Pato Panaji Goa
Please refer Tender documents.
8 documents required · 8 mandatory
₹15,000
₹4.9 L
13 Mar 2026
18 Oct 2025
31 Oct 2025
18 Oct 2025
30 Oct 2025
18 Oct 2025
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