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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.0 CrAccepted-AOC SHOP NO 1 154 1 G F BLDG KINARA WARD NO 2 SANGUEM GOA | ₹2.0 Cr Quoted ₹1.9 Cr | 1 | Accepted-AOC LOWEST BIDDER |
| 2 | 2₹2.1 Cr+₹22.1 L (11.5%)Rejected-Finance H NO 859 SANTEMOL RAIA SALCETE GOA | SOUTH GOA | GOA | 403103 | ₹2.1 Cr+₹22.1 L (11.5%) | 2 | Rejected-Finance L2 Bidder |
| 3 | 3₹2.2 Cr+₹28.5 L (14.9%)Rejected-Finance H NO 245 A NEAR PRIMARY SCHOOL NIRMALANAGAR XELDEM QUEPEM GOA 403705 | XELDEM | QUEPEM | GOA | 403705 | ₹2.2 Cr+₹28.5 L (14.9%) | 3 | Rejected-Finance L3 Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Incorrect Tender notice on Declaration |
| Sl No | Description | Qty | Unit | GOVIND BHIKU NADKERNY & ASSOCIATES L1 | M/S UNIQUE CONSTRUCTIONS L3 | Shri Sidharth R. Xette Bandekar L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical / manual means in all types 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, disintergrated or weathered rock, fissured/shattered rock, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions 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. backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and lifts etc. as per specification & drawing and as directed by the Engineer in Charge etc. complete. | 9,884.3 | Cum | 125 ₹12,35,537.5 Lowest | 200 ₹19,76,860 | 150 ₹14,82,645 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 323.7 | Cum | 1,000 ₹3,23,700 Lowest | 1,000 ₹3,23,700 Lowest | 1,500 ₹4,85,550 |
| 3.10 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
a) Foundations, footings, bases for columns and mass concrete. | 1,713 | Sqm | 150 ₹2,56,950 Lowest | 300 ₹5,13,900 | 400 ₹6,85,200 |
| 3.20 | b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses,fillets, etc. | 4,344.4 | Sqm | 350 ₹15,20,540 | 300 ₹13,03,320 Lowest | 500 ₹21,72,200 |
| 4.10 | 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 | 967.8 | Cum | 4,600 ₹44,51,880 Lowest | 5,750 ₹55,64,850 | 5,000 ₹48,39,000 |
| 4.20 | b) In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed
blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | 1,694.3 | Cum | 5,300 ₹89,79,790 Lowest | 5,750 ₹97,42,225 | 5,400 ₹91,49,220 |
| 5.00 | Centering and shuttering including struttings, propping and removal of forms for :
iii) Columns, Piers, Pillars, Abutments, Posts and struts (square rectangle polygon in plan) | 18.5 | Sqm | 800 ₹14,800 | 400 ₹7,400 Lowest | 400 ₹7,400 Lowest |
| 6.00 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size)
b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level | 6.9 | Cum | 10,000 ₹69,000 | 7,000 ₹48,300 | 6,000 ₹41,400 Lowest |
| 7.00 | 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. | 552 | Kg | 100 ₹55,200 | 70 ₹38,640 Lowest | 80 ₹44,160 |
| 8.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall,wing wall and earth retaining structure complete as directed by the Engineer in charge
a) 110 mm dia | 536.5 | RM | 200 ₹1,07,300 Lowest | 200 ₹1,07,300 Lowest | 400 ₹2,14,600 |
Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
15 Oct 2021, 4:00 pmClosed
EE II, WRD
Rawanfond Aquem Baixo
Improvement to waterways of nallah, U-s and D-s of Nacazana lake on both sides of railways tracks near Chandor railway Station and construction of sluice gates in Villages Guirdolim and Chandor of SalceteTaluka.
2021_WRD_202_1
ASW/F.17/26(e)/2021-22
Open Tender
Miscellaneous Works
Item Rate
240 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,000
₹5.3 L
28 Nov 2025
23 Sept 2021
18 Oct 2021
23 Sept 2021
15 Oct 2021
23 Sept 2021
Amount
Earthwork in excavation by mechanical / manual means in all types 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, disintergrated or weathered rock, fissured/shattered rock, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions 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. backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and lifts etc. as per specification & drawing and as directed by the Engineer in Charge etc. complete.
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.
b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses,fillets, etc.
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
b) In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.
Centering and shuttering including struttings, propping and removal of forms for : iii) Columns, Piers, Pillars, Abutments, Posts and struts (square rectangle polygon in plan)
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level
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.
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall,wing wall and earth retaining structure complete as directed by the Engineer in charge a) 110 mm dia
Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in positon. d) Second class matti wood
Shri Sidharth R. Xette Bandekar
M/S UNIQUE CONSTRUCTIONS
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