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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 CrAccepted-AOC HOUSE NO 195 3 NAIKWADA CANCA BARDEZ GOA | ₹4.2 Cr | 1 | Accepted-AOC WORK ORDER ISSUED |
| 2 | 2₹4.6 Cr+₹40.7 L (9.73%)Rejected-Finance BLDG NO 03 SF 3 SF 4 TECHNO CIDADE CHOGM ROAD ALTO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403524 | ₹4.6 Cr+₹40.7 L (9.73%) | 2 | Rejected-Finance HIGHEST |
| Sl No | Description | Qty | Unit | BAGKIYA CONSTRUCTIONS PVT LTD L2 | I B CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation/pipeline trenches drains (not exceeding 1.5 m in width or 10 sq.m. on plan) for all leads & lifts in all types of strata comprising of any type of material either in full or part as the case may be adapting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site identified by the contractor and obtaining all statutory approvals, as directed by engineer for 50m lead and all lifts etc complete. | 193 | Cu.m | 520 ₹1,00,360 | 260 ₹50,180 Lowest |
| 1.02 | Earthwork in excavation over areas by mechanical/manual means in all type of strata upto a depth of 3 meters 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 . | 3,109 | Cu.m | 650 ₹20,20,850 | 320 ₹9,94,880 Lowest |
| 1.03 | 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 outside the premises in the dumping ground aproved by the Corporation and as directed by Engineer in Charge. | 690.5 | Cu.m | 316 ₹2,18,198 | 124 ₹85,622 Lowest |
| 1.04 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 691 | Cu.m | 2,268 ₹15,67,188 | 2,025 ₹13,99,275 Lowest |
| 1.05 | Pre-cast cement concrete solid block masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 coarse sand ) in foundation and plinth size of blocks (30 x 23 x 15) | 75.5 | Cu.m | 6,624 ₹5,00,112 | 6,520 ₹4,92,260 Lowest |
| 1.06 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : All works upto plinth level | 666.5 | Cu.m | 7,160 ₹47,72,140 | 7,020 ₹46,78,830 Lowest |
| 1.07 | Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level (vi) M-25 grade of concrete | 175.5 | Cu.m | 8,620 ₹15,12,810 | 8,515 ₹14,94,382.5 Lowest |
| 1.08 | Centering & shuttering including Strutting, Propping & removal of forms for : (i) Foundations, Footings, Bases for columns | 197 | Sq.m | 560 ₹1,10,320 | 424 ₹83,528 Lowest |
| 1.09 | Centering & shuttering including Strutting, Propping & removal of forms for : (ii) Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like | 750 | Sq.m | 630 ₹4,72,500 | 496 ₹3,72,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹8.0 L
Closing Date
8 Aug 2026, 3:00 pmClosed
Executive Engineer
4th Floor Paryatan Bhavan
Proposed Mini Sports Arena in Plot bearing Survey No.99/2 belonging to Village Panchayat of Reis Magos at Verem Reis Magos Saligao Constituency Bardez Goa
2026_GTDCL_30476_1
GTDC/PC/EE(N)/2026-27/e-37
Open Tender
Civil Works
Item Rate
240 days
Paryatan Bhavan
Please refer Tender documents.
4 documents required · 4 mandatory
₹15,000
₹8.0 L
10 Sept 2026
21 Jul 2026
10 Aug 2026
21 Jul 2026
8 Aug 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1CIVIL WORKS | ||||||
| 1.01 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation/pipeline trenches drains (not exceeding 1.5 m in width or 10 sq.m. on plan) for all leads & lifts in all types of strata comprising of any type of material either in full or part as the case may be adapting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site identified by the contractor and obtaining all statutory approvals, as directed by engineer for 50m lead and all lifts etc complete. | 193 | Cu.m | - | - | 18% |
| 1.02 | Earthwork in excavation over areas by mechanical/manual means in all type of strata upto a depth of 3 meters 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 . | 3,109 | Cu.m | - | - | 18% |
| 1.03 | 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 outside the premises in the dumping ground aproved by the Corporation and as directed by Engineer in Charge. | 690.5 | Cu.m | - | - | 18% |
| 1.04 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 691 | Cu.m | - | - | 18% |
| 1.05 | Pre-cast cement concrete solid block masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 coarse sand ) in foundation and plinth size of blocks (30 x 23 x 15) | 75.5 | Cu.m | - | - | 18% |
| 1.06 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : All works upto plinth level | 666.5 | Cu.m | - | - | 18% |
| 1.07 | Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level (vi) M-25 grade of concrete | 175.5 | Cu.m | - | - | 18% |
| 1.08 | Centering & shuttering including Strutting, Propping & removal of forms for : (i) Foundations, Footings, Bases for columns | 197 | Sq.m | - | - | 18% |
| 1.09 | Centering & shuttering including Strutting, Propping & removal of forms for : (ii) Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like | 750 | Sq.m | - | - | 18% |
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