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NTID 43991312
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💬 Talk to Our Bidding ExpertStrengthening And Improvement in Salcete - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Strengthening And Improvement " in Salcete, India.
- Opening Date : Thu 26th February, 2026
- Closing Date : Wed 25th February, 2026
- ₹ 43687713.00
- NTID 43991312
Key Values: Document Cost: 20000.00 | EMD: 873755.00 | Estimated Cost: 43687713.00
Tender Description
Strengthening And Improvement Of Main Road From Railway Underpass To Devnamol In V.p. Kalay In Sanvordem Constituency.
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
873755.00 -
Document Cost
20000.00 -
Estimated Cost
43687713.00
BOQ Items Total Items : 22 | Total Qty : 60358
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in excavation of foundation of structures of culvert, abntments piers, retaining wall etc in all types of strata comprising any of the materials such as soil, silt, clay gravel murrum of all varieties shingles pebbles all types of conglomerates, laterite rock, ordinary soft rock, disintegrated rock fissured rock shuttered decomposed rock or weathered rock and all such other materials as described under Appendix "A" to those specification either in full or parts as the case may be mechanical mean or any approved method or methods as the case may be convenient or permitted inclusive of chiselling, wedging blasting prohibited etc. in all conditions such as dry moist saturated submerged foul conditions etc. and as directed by the Engineer in - charge including dressing of sides ramming of bottoms including getting out the excavated soft/rock to be levelled & neatly dressed including setting out construction of shoring and bracing removal of stumps & other deleterious matter, dressing of sides & bottom, black filling the excavation earth pumping and bailing of water, carriage and disposal of excavated material barricading danger lighting guarding and disposal of excavated earth as directed by the Engineer - in Charge including all leads and lifts etc. complete. | 1196.00 | Cu.m |
| 2 | Earthwork in excavation for roadway in all types of strata comprising any of the materials such as soil, silt, clay gravel murrum of all varieties shingles pebbles all types of conglomerates, laterite rock, ordinary soft rock, disintegrated rock fissured rock shuttered decomposed rock or weathered rock and all such other materials as described under Appendix "A" to those specification either in full or parts as the case may be by Manual means including loading intruck for carrying of cut earth to embankment site with all lifts and lead upto 1000meters or any approved method or method as the case may be convenient or permitted including cutting and pushing the earth to site of embankment for all leads including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.as per MORTH Specification 301and inclusive of chiselling, wedging, blasting prohibited etc. in all conditions such as dry moist saturated submerged foul conditions etc. and as directed by the Engineer in - charge including dressing of sides ramming of bottoms including getting out the excavated soft/rock to be levelled & neatly dressed including pumping and bailing of water barricading danger lighting guarding and disposal of excavated earth as directed by the Engineer - in Charge including all leads and lifts etc. complete | 3654.00 | Cu.m |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 223.00 | Cu.m |
| 4 | 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. | 129.00 | Cu.m |
| 5 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a) All works upto plinth level | 1411.00 | Cu.m |
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