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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC H NO 245 A NEAR PRIMARY SCHOOL NIRMALANAGAR XELDEM QUEPEM GOA 403705 | XELDEM | QUEPEM | GOA | 403705 | L1 | Accepted-AOC l1 bIDDER | |
| 2 | L2₹19.4 L+₹36,283.22 (1.90%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Shanta Kulkarni L2 | M/S UNIQUE CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 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. | 68.4 | Cu.m. | 303 ₹20,725.2 | 300 ₹20,520 Lowest |
| 2.00 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. | 2.95 | Cu.m. | 1,189 ₹3,507.55 | 1,166 ₹3,439.7 Lowest |
| 3.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 6 | Cu.m. | 2,343 ₹14,058 | 2,300 ₹13,800 Lowest |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for : a. Foundations, footings, bases for columns and mass concrete. | 108 | Sq.m. | 431 ₹46,548 | 423 ₹45,684 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 | 63.01 | Cu.m. | 7,729 ₹4,87,004.29 | 7,585 ₹4,77,930.85 Lowest |
| 6.00 | Providing & fixing of manually operated M.S.PPGL gate of size W=2.2 mtrs. x H = 2.15 mtrs. Clear opening (lift upto 2.0m) x 60mm thick (Hollow type) in clear span, gate shall be manufactured by using good quality PPGL FRP material & shall be reinforced by using 58mm x 38 mm x 1.6mm thickness heavy duty M.S. pipe, heavy duty Square threaded Rod of Dia. Meter 50 mm with heavy duty nut suitable for rod shall be provided for lifting & lowering operation of the gate, to facilitate ease of operation worm gear box assembly shall be fixed on the frame. Heavy duty hand wheel of size dia. 450 mm shall be provided, greasing box shall be fixed on the gate for automatic greasing to the Square threaded rod. The frame shall be fabricated out of suitable M.S. Section's size of the frame shall be made to suite the gate in width and height, plus lift of the gate, frame and supporting structure shall be coated by FRP material. | 1 | Each | 7,42,000 ₹7,42,000 | 7,28,000 ₹7,28,000 Lowest |
| 7.00 | Supply of Fibre Glass Reinforced (FRP) Needles without FRP Coated M.S. Frame Needles shall be made out of standard quality FRP Composite materials. Smooth surface shall be provided from both the sides of the needles, toung and box type groove shall be provided to the needles for interlocking in to each other. Box type groove protect the edge of the Needle. Rubber seal of size 15mm x 4mm thk. Shall be fixed in to the groove for water tight performance. Handles shall be provided at two locations for lifting and lowering of the needle in to the Frame. FRP Needles shall be tailor made sections as per size required at site for closing the bandhara. b. For thickness of the needle 65mm ± 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 | Cu.m. | 20,140 ₹1,61,120 | 19,760 ₹1,58,080 Lowest |
| 8.00 | Chapter - III: Hire Charges of Machineries:
(1) Hydraulic excavator of one cum bucket capacity. | 90 | Per hour | 1,908 ₹1,71,720 | 1,872 ₹1,68,480 Lowest |
Tender Value
₹18.3 L
EMD Value
₹36,664
Closing Date
25 Feb 2025, 4:00 pmClosed
EE XI, WRD
Ravonfond, Navelim
Providing and fixing of manually operated M.S. Reinforced PPGL FRP Screw type Gate for Tariwada Irrigation Tank in village Shiroda of Shiroda Constituency.
2025_WRD_20077_1
WDXI/PB/F.24/2024-25/1539/Sr2
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹36,664
24 Sept 2026
13 Feb 2025
27 Feb 2025
13 Feb 2025
25 Feb 2025
13 Feb 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.
Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.
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: 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
Providing & fixing of manually operated M.S.PPGL gate of size W=2.2 mtrs. x H = 2.15 mtrs. Clear opening (lift upto 2.0m) x 60mm thick (Hollow type) in clear span, gate shall be manufactured by using good quality PPGL FRP material & shall be reinforced by using 58mm x 38 mm x 1.6mm thickness heavy duty M.S. pipe, heavy duty Square threaded Rod of Dia. Meter 50 mm with heavy duty nut suitable for rod shall be provided for lifting & lowering operation of the gate, to facilitate ease of operation worm gear box assembly shall be fixed on the frame. Heavy duty hand wheel of size dia. 450 mm shall be provided, greasing box shall be fixed on the gate for automatic greasing to the Square threaded rod. The frame shall be fabricated out of suitable M.S. Section's size of the frame shall be made to suite the gate in width and height, plus lift of the gate, frame and supporting structure shall be coated by FRP material.
Supply of Fibre Glass Reinforced (FRP) Needles without FRP Coated M.S. Frame Needles shall be made out of standard quality FRP Composite materials. Smooth surface shall be provided from both the sides of the needles, toung and box type groove shall be provided to the needles for interlocking in to each other. Box type groove protect the edge of the Needle. Rubber seal of size 15mm x 4mm thk. Shall be fixed in to the groove for water tight performance. Handles shall be provided at two locations for lifting and lowering of the needle in to the Frame. FRP Needles shall be tailor made sections as per size required at site for closing the bandhara. b. For thickness of the needle 65mm ± 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)
Chapter - III: Hire Charges of Machineries: (1) Hydraulic excavator of one cum bucket capacity.
Shanta Kulkarni (BID ID -44445)
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