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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.3 LAccepted-Finance H NO 102 AVANTINAGAR TISK USGAO PONDA GOA | L1 | Accepted-Finance L1 |
| Sl No | Description | Qty | Unit | SUCHIT JAMBHALE L1 |
|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/ Manual means in all types of strata comprising any of the materials such as soil, sands, silt, clay, gravel, moorum of all varities shingles, pebbles, all types of conglomerates laterite rock, soft rock,ordinary rock, disintergrated rock, fissured/ shattered decomposed rock or weathred rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of cheseling wedging etc. but blasting prohibited in all condition such as dry, moist, saturated submerged foul conditions, etc. including pumping & bailing out water/dewatreing including setting out construction of shoring, struting and bracing, removal of stump and other deleterious matter, dressing of sides & bottom providing barracading, danger ligting & guarding etc. back filling the excavated earth to the extend required and disposing of surplus excavated earth/ soil rock at specified areas with all leads, all lifts etc. as per specifications & drawings and as directed by Engineer in charge. etc. complete. | 707.76 | cu.m | 150 ₹1,06,164 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and conslidating etc. in pipeline rtrenches and other foundation complete. | 13.93 | cu.m | 1,200 ₹16,716 Lowest |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for a)Foundations, footings, bases for columns and mass concrete. | 390.64 | sq.m. | 200 ₹78,128 Lowest |
| 4.00 | Centering & shuttering including Strutting, Propping & removal of forms for : iii)Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) | 18.36 | cu.m | 300 ₹5,508 Lowest |
| 5.00 | 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 | 248.88 | cu.m | 5,600 ₹13,93,728 Lowest |
| 6.00 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size). a. All works upto plinth level. | 25.04 | cu.m | 5,800 ₹1,45,232 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. | 1,471 | Kgs | 70 ₹1,02,970 Lowest |
| 8.00 | Providing and fixing PVC water seal in constructing joints as per design and drawing,shall with stand the pressure to the tune of 5kg/cm2 of approved quality and confirming torelevant IS code and shall be of one piece shall be avoided the normal width shall not be less than 305m & thickness shall be between 9 to 12mm & the thickness shall with stand min. hydrostatic pressure of 30m of water, incl. the cost of all materials labours,tools and plants required in the operation of above work and including the incidentials involved as per specification drawing the directives of Engineer- in- Charge. | 68 | RM | 1,030 ₹70,040 Lowest |
| 9.00 | Supply & fixing of Fibre Glass Reinforced plastic (FRP) Needles sections alongwith FRP Coated M.S. Frame channel suitable for FRP needles. FRP needles shall be made from standard quality Composite material. The FRP needles shall be tailor made sections as per size required at site for closing the bandhara. b) For thickness of needles 65mm ±3mm (hallow type) for the waterm depth 0 mtr to 2 mtrs from top and width not more than 2.00mtrs in clear span. | 13.14 | Metre | 25,000 ₹3,28,500 Lowest |
| 10.00 | Providing and laying stone rip rap for talus with basltic/granitic stone, 60% of which shall comprise stone not less than 0.0425cu.m (1 1/2 cft) in size each and remaining 40% comprising well graded rubble not below the size of 0.0412 cu.m (1/2) cft.incl. the cost of conveyance of all materials,spreading,handpacking wedging etc. with all leads and lifts etc. complete as directed by the Engineer-in - charge. | 54 | RM | 2,200.53 ₹1,18,828.35 Lowest |
Tender Value
₹35.4 L
EMD Value
₹70,702
Closing Date
3 Oct 2023, 4:00 pmClosed
EEXI, WRD
Ravonfond, Navelim
Construction of open type bandhara to the nallah near Ganapati Immersion point under Sy. No. 224 Village Usgao in Ponda taluka at Daushire Usgao in Valpoi Constituency
2023_WRD_11124_1
WDXI/PB/F.24/2023-24/660/Sr7
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹70,702
25 Aug 2025
5 Sept 2023
6 Oct 2023
5 Sept 2023
3 Oct 2023
5 Sept 2023
Amount
Earthwork in excavation by mechanical/ Manual means in all types of strata comprising any of the materials such as soil, sands, silt, clay, gravel, moorum of all varities shingles, pebbles, all types of conglomerates laterite rock, soft rock,ordinary rock, disintergrated rock, fissured/ shattered decomposed rock or weathred rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of cheseling wedging etc. but blasting prohibited in all condition such as dry, moist, saturated submerged foul conditions, etc. including pumping & bailing out water/dewatreing including setting out construction of shoring, struting and bracing, removal of stump and other deleterious matter, dressing of sides & bottom providing barracading, danger ligting & guarding etc. back filling the excavated earth to the extend required and disposing of surplus excavated earth/ soil rock at specified areas with all leads, all lifts etc. as per specifications & drawings and as directed by Engineer in charge. etc. complete.
Rubble packing with hard laterite stone under floors including watering ramming and conslidating etc. in pipeline rtrenches and other foundation complete.
Centering and shuttering including struttings, propping etc. and removal of formwork for a)Foundations, footings, bases for columns and mass concrete.
Centering & shuttering including Strutting, Propping & removal of forms for : iii)Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)
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 and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size). 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 constructing joints as per design and drawing,shall with stand the pressure to the tune of 5kg/cm2 of approved quality and confirming torelevant IS code and shall be of one piece shall be avoided the normal width shall not be less than 305m & thickness shall be between 9 to 12mm & the thickness shall with stand min. hydrostatic pressure of 30m of water, incl. the cost of all materials labours,tools and plants required in the operation of above work and including the incidentials involved as per specification drawing the directives of Engineer- in- Charge.
Supply & fixing of Fibre Glass Reinforced plastic (FRP) Needles sections alongwith FRP Coated M.S. Frame channel suitable for FRP needles. FRP needles shall be made from standard quality Composite material. The FRP needles shall be tailor made sections as per size required at site for closing the bandhara. b) For thickness of needles 65mm ±3mm (hallow type) for the waterm depth 0 mtr to 2 mtrs from top and width not more than 2.00mtrs in clear span.
Providing and laying stone rip rap for talus with basltic/granitic stone, 60% of which shall comprise stone not less than 0.0425cu.m (1 1/2 cft) in size each and remaining 40% comprising well graded rubble not below the size of 0.0412 cu.m (1/2) cft.incl. the cost of conveyance of all materials,spreading,handpacking wedging etc. with all leads and lifts etc. complete as directed by the Engineer-in - charge.
12mm cement plaster 1:3 (1 cement : 3 fine sand)
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