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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 LAccepted-AOC HOUSE NO 517 2 EE NEAR CHAPEL QUEPEM GOA | SOUTH GOA | GOA | 403103 | L1 | Accepted-AOC work order | |
| 2 | L2₹43.0 L+₹10.0 L (30.4%)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 | L3₹43.3 L+₹10.4 L (31.5%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | WESTERN CONSTREUICTION L1 | Mr. Abdul Basheer B. A. L2 | Noorudeen C. K. L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : a) All kinds of soil | 876.93 | cu.m | 200 ₹1,75,386 Lowest | 400 ₹3,50,772 | 250 ₹2,19,232.5 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 16.8 | cu.m | 1,500 ₹25,200 Lowest | 2,000 ₹33,600 | 1,500 ₹25,200 Lowest |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for : a)Foundations, footings, bases for columns and mass concrete. | 866.84 | sq.m. | 430 ₹3,72,741.2 Lowest | 500 ₹4,33,420 | 1,000 ₹8,66,840 |
| 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 | 369.68 | cu.m | 5,300 ₹19,59,304 Lowest | 6,500 ₹24,02,920 | 6,000 ₹22,18,080 |
| 5.00 | 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. | 655.68 | Kg | 90 ₹59,011.2 Lowest | 100 ₹65,568 | 150 ₹98,352 |
| 6.00 | Providing and fixing PVC water seal in construction joints as per design and drawings, shall withstand the pressure to the tune of 5 Kg/cm2 of approved quality and confirming to relevant I.S code and shall be of one piece and jointing of small pieces shall be avoided the normal width shall not be less than 305 mm and the thickness shall be between 9.00 to 12.00mm and shall withstand minimum hydrostatic pressure of 30m of water including the cost of all materials labours tools and plants required in the operationof above work & including incidentals involved as per specifications, drawings & directives of Engineer - in - charge | 39.6 | R.M | 2,000 ₹79,200 | 500 ₹19,800 | 300 ₹11,880 Lowest |
| 7.00 | Supply and fixing of fibre glass reinforced plastic FRP Needle sections along with FRP coated M.S. channel suitable for FRP needles. FRP needles shall be made from standard quality fibreglass composite material. The FRP needles are tailor made sections as per size required at site for closing the bandhara b) For thickness of the needle 6.5mm + 3mm (Hollow type) for the water depth 0mtr to 2mtr from top and width not more than 2 mts in the clear span.(For 0 mts to 2m) | 8 | Sq.m. | 12,395.97 ₹99,167.76 Lowest | 35,000 ₹2,80,000 | 25,000 ₹2,00,000 |
| 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) 110 mm dia. | 108 | R.M | 200 ₹21,600 Lowest | 500 ₹54,000 | 300 ₹32,400 |
Tender Value
₹41.2 L
EMD Value
₹82,353
Closing Date
1 Jan 2024, 4:00 pmClosed
EE XI WRD
Ravonfond,Navelim
Construction of Open Type Bandhara at Khazan Veling in Priol Constituency of Ponda Taluka
2023_WRD_13010_1
WDXI/PB/F.24/2023-24/1077/Sr2
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹82,353
9 Oct 2026
20 Dec 2023
3 Jan 2024
20 Dec 2023
1 Jan 2024
20 Dec 2023
Amount
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : 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 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 PVC water seal in construction joints as per design and drawings, shall withstand the pressure to the tune of 5 Kg/cm2 of approved quality and confirming to relevant I.S code and shall be of one piece and jointing of small pieces shall be avoided the normal width shall not be less than 305 mm and the thickness shall be between 9.00 to 12.00mm and shall withstand minimum hydrostatic pressure of 30m of water including the cost of all materials labours tools and plants required in the operationof above work & including incidentals involved as per specifications, drawings & directives of Engineer - in - charge
Supply and fixing of fibre glass reinforced plastic FRP Needle sections along with FRP coated M.S. channel suitable for FRP needles. FRP needles shall be made from standard quality fibreglass composite material. The FRP needles are tailor made sections as per size required at site for closing the bandhara b) For thickness of the needle 6.5mm + 3mm (Hollow type) for the water depth 0mtr to 2mtr from top and width not more than 2 mts in the clear span.(For 0 mts to 2m)
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) 110 mm dia.
Mr. Abdul Basheer B. A.
Noorudeen C. K.
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