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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.8 LAccepted-AOC | L1 | Accepted-AOC work order | |
| 2 | L2₹46.0 L+₹3.2 L (7.44%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Runal D Kindalkar L1 | M/S JYOTI CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical /manual means in all types of strata comprising any of the materials such as soil, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerate laterite rock, soft rock, disintegrated rock, fissured, shattered, decomposed rock or weathered 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 chiseling wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions, etc. including pumping or bailing out water including setting out construction of shoring and bracing, removal of stump and other deleterious matter, dressing of sides and bottom backfilling the excavated earth to the extent required and disposing of surplus excavated earth as directed by the engineer-in-charge with all leads and lift etc. as specified and directed etc. complete. | 858.34 | M3 | 200 ₹1,71,668 Lowest | 380 ₹3,26,169.2 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete | 109.27 | M3 | 2,000 ₹2,18,540 Lowest | 2,200 ₹2,40,394 |
| 3.00 | Providing and laying cement concrete 1: 3: 6 (1 cement :3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level | 102.73 | M3 | 6,100 ₹6,26,653 Lowest | 6,250 ₹6,42,062.5 |
| 4.00 | Providing and 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 | 38.93 | M3 | 6,810 ₹2,65,113.3 Lowest | 7,000 ₹2,72,510 |
| 5.00 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement: 4 coarse sand) in foundation and basement. | 258.06 | M3 | 5,186 ₹13,38,309.53 Lowest | 5,300 ₹13,67,728.6 |
| 6.00 | Supplying and laying of river pebble, laterite aggregate (60/50 mm) Granitic /Basaltic aggregate 50mm & 20mm size as filter media for backfilling of protection wall layer by layer as directed by Engineer – in – charge. | 89.6 | M3 | 1,700 ₹1,52,320 Lowest | 1,722 ₹1,54,291.2 |
| 7.00 | 12mm cement plaster 1:4 (1 cement 4: coarse sand) | 123.5 | M2 | 223 ₹27,540.5 Lowest | 223 ₹27,540.5 Lowest |
| 8.00 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge | 88.83 | M3 | 200 ₹17,766 Lowest | 245 ₹21,763.35 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of formwork for a)Foundations, footings, bases for columns and mass concrete. | 395.13 | M2 | 375 ₹1,48,173.75 Lowest | 407 ₹1,60,817.91 |
| 10.00 | 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. | 75.3 | Rm | 4,970 ₹3,74,241 Lowest | 4,970 ₹3,74,241 Lowest |
Tender Value
₹45.3 L
EMD Value
₹90,578
Closing Date
26 Aug 2024, 4:00 pmClosed
EE XI, WRD
Ravonfond, Navelim
Development of traditional Pond at Virgal at Welwada in V.P. Poinguinim in Canacona Taluka
2024_WRD_16661_1
WDXI/PB/F.24/2024-25/749/Sr1
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹90,578
8 Oct 2026
12 Aug 2024
28 Aug 2024
12 Aug 2024
26 Aug 2024
12 Aug 2024
Amount
Earthwork in excavation by mechanical /manual means in all types of strata comprising any of the materials such as soil, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerate laterite rock, soft rock, disintegrated rock, fissured, shattered, decomposed rock or weathered 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 chiseling wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions, etc. including pumping or bailing out water including setting out construction of shoring and bracing, removal of stump and other deleterious matter, dressing of sides and bottom backfilling the excavated earth to the extent required and disposing of surplus excavated earth as directed by the engineer-in-charge with all leads and lift etc. as specified and directed etc. complete.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete
Providing and laying cement concrete 1: 3: 6 (1 cement :3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level
Providing and 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
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement: 4 coarse sand) in foundation and basement.
Supplying and laying of river pebble, laterite aggregate (60/50 mm) Granitic /Basaltic aggregate 50mm & 20mm size as filter media for backfilling of protection wall layer by layer as directed by Engineer – in – charge.
12mm cement plaster 1:4 (1 cement 4: coarse sand)
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge
Centering and shuttering including strutting, propping etc. and removal of formwork for a)Foundations, footings, bases for columns and mass concrete.
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.
Providing and laying in design & pattern factory made chamfered edge Cement Concrete paver blocks ( C. C. paver blocks) of M35 strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with river/manufactured sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineer.
Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. b) Moorum
M/S JYOTI CONSTRUCTIONS
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