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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-Finance H NO 517 2EE NEAR CHAPEL QUEPEM GOA | SOUTH GOA | GOA | 403103 | L1 | Accepted-Finance L1 | |
| 2 | L2₹24.4 L+₹33,453.59 (1.39%)Rejected-Finance F NO 312 3RD FLOOR HERITAGE PRINCESS OPP ALMEIDA SCHOOL PONDA GOA 403 401 | SOUTH GOA | GOA | 403401 | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical HOUSE NO 517 2 EE NEAR CHAPEL QUEPEM GOA | SOUTH GOA | GOA | 403103 | - | Rejected-Technical Rejected for Uploading incorrect documents |
| Sl No | Description | Qty | Unit | DELTA CONSTRUCTIONS L1 | Mr. Abdul Basheer B. A. L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/ manual means in all type of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and all such other material either in full or in parts, as the case may be by adopting any approved method or methods as may be convenient or permitted incl. of chiseling, wedging etc. but blasting prohibited in all condition such as dry, moist, saturated, submerged, foul conditions etc including pumping or bailing out water/dewatering including setting out construction of shoring, strutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and backfilling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all leads and all lifts etc complete as per specification and drawing and as directed by the Engineer-in-charge etc. complete. a. All kinds of soil. | 197.48 | Cu.m. | 300 ₹59,244 Lowest | 350 ₹69,118 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 124.96 | Cu.m. | 2,250 ₹2,81,160 Lowest | 2,500 ₹3,12,400 |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for : a. Foundations, footings, bases for columns and mass concrete. | 233.83 | Sq.m. | 450 ₹1,05,223.5 Lowest | 500 ₹1,16,915 |
| 4.00 | 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 | 179.25 | Cu.m | 7,100 ₹12,72,675 | 7,000 ₹12,54,750 Lowest |
| 5.00 | Providing & 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 | 4.98 | Cu.m | 8,000 ₹39,840 Lowest | 8,000 ₹39,840 Lowest |
| 6.00 | Laterite boulder masonry in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size )in foundation. | 21.06 | Each | 5,000 ₹1,05,300 | 4,500 ₹94,770 Lowest |
| 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. | 400 | Kg. | 110 ₹44,000 Lowest | 120 ₹48,000 |
| 8.00 | 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. 110mm dia. | 14.55 | R.M | 500 ₹7,275 Lowest | 500 ₹7,275 Lowest |
| 9.00 | Providing and fixing in position S.S. hand rail in main stair case, and landing as per approved design shown in the drawing including bending handrail pipe to proper shape in curves with specials, etc. complete. | 25 | Metre | 5,000 ₹1,25,000 Lowest | 5,000 ₹1,25,000 Lowest |
Tender Value
₹23.0 L
EMD Value
₹45,984
Closing Date
3 Jun 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE XI, WRD
Ravonfond, Navelim
Construction of flood protection wall and improvement to nallah bank and surrounding near Deo Santeri Devasthan at Conxem Codar in shiroda constituency of Ponda Taluka.
2025_WRD_22419_1
WDXI/PB/F.24/2025-26/152/Sr5
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹45,984
2 Jul 2026
30 Apr 2025
5 Jun 2025
30 Apr 2025
3 Jun 2025
30 Apr 2025
Amount
Earthwork in excavation by mechanical/ manual means in all type of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and all such other material either in full or in parts, as the case may be by adopting any approved method or methods as may be convenient or permitted incl. of chiseling, wedging etc. but blasting prohibited in all condition such as dry, moist, saturated, submerged, foul conditions etc including pumping or bailing out water/dewatering including setting out construction of shoring, strutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and backfilling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all leads and all lifts etc complete as per specification and drawing and as directed by the Engineer-in-charge etc. complete. a. All kinds of soil.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Centering and shuttering including struttings, propping etc. and removal of formwork for : a. Foundations, footings, bases for columns and mass concrete.
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
Providing & 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
Laterite boulder masonry in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size )in foundation.
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.
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. 110mm dia.
Providing and fixing in position S.S. hand rail in main stair case, and landing as per approved design shown in the drawing including bending handrail pipe to proper shape in curves with specials, etc. complete.
Mr. Abdul Basheer B. A. (BID ID -48498)
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