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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 LAccepted-AOC | L1 | Accepted-AOC work order | |
| 2 | L2₹22.8 L+₹13,337.87 (0.59%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Jaison K C L2 | ASBAQ 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, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and such material either in full or in parts, as the case may be adopting any approved method or methods as may be convenient or permitted incl. 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 and bracing, removal of stump and other deleterious matter, dresing of sides and bottom and backfilling the excavated earth to the extent required and disposal of 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. | 123 | Cum | 299 ₹36,777 Lowest | 300 ₹36,900 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 17 | Cum | 2,310 ₹39,270 Lowest | 2,500 ₹42,500 |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for a)Foundations, footings, bases for columns and mass concrete. | 494 | Sq.m | 425 ₹2,09,950 Lowest | 440 ₹2,17,360 |
| 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. | 207 | Cum | 7,116 ₹14,73,012 | 7,000 ₹14,49,000 Lowest |
| 5.00 | 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 B) 75mm Dia. | 49 | RM | 193 ₹9,457 Lowest | 200 ₹9,800 |
| 6.00 | 2ndclass mattiwood (Planks) | 0.3 | Cum | 1,06,099 ₹31,829.7 | 1,01,700 ₹30,510 Lowest |
| 7.00 | 12mm cement plaster 1:3 (1 cement: 3 fine sand) | 82 | Sq.m | 249 ₹20,418 Lowest | 270 ₹22,140 |
| 8.10 | Carriage of materials c) by manual labour including loading, unloading stacking for a leads less than 0.5 kms. b (iii) Soling stone for 0.5 km Manual | 17 | Cum | 446.5 ₹7,590.5 Lowest | 460 ₹7,820 |
| 8.20 | b (i)Sand, stone aggregate below 40 mm nominal
Stone aggregate | 186 | Cum | 387 ₹71,982 Lowest | 390.48 ₹72,629.28 |
| 8.30 | Sand | 93 | Cum | 387 ₹35,991 Lowest | 390.48 ₹36,314.64 |
Tender Value
₹21.9 L
EMD Value
₹43,728
Closing Date
13 Oct 2025, 4:00 pmClosed
EE XI, WRD
Ravonfond, Navelim
Improvement to Dhada Talli at Shirshirem in V.P. Borim of Shiroda Constituency
2025_WRD_24825_1
WDXI/PB/F.24/2025-26/951/Sr2
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹43,728
1 Oct 2026
30 Sept 2025
15 Oct 2025
30 Sept 2025
13 Oct 2025
30 Sept 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, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and such material either in full or in parts, as the case may be adopting any approved method or methods as may be convenient or permitted incl. 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 and bracing, removal of stump and other deleterious matter, dresing of sides and bottom and backfilling the excavated earth to the extent required and disposal of 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.
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 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 B) 75mm Dia.
2ndclass mattiwood (Planks)
12mm cement plaster 1:3 (1 cement: 3 fine sand)
Carriage of materials c) by manual labour including loading, unloading stacking for a leads less than 0.5 kms. b (iii) Soling stone for 0.5 km Manual
b (i)Sand, stone aggregate below 40 mm nominal Stone aggregate
Jaison K C (BID ID -53609)
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