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NTID 47116768
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💬 Talk to Our Bidding ExpertUrgent Reconstruction Of Cross in Salcete - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Urgent Reconstruction Of Cross" in Salcete, India.
- Opening Date : Mon 26th October, 2026
- Closing Date : Fri 23rd October, 2026
- ₹ 1196082.00
- NTID 47116768
Key Values: Document Cost: 5000.00 | EMD: 23922.00 | Estimated Cost: 1196082.00
Tender Description
Urgent Reconstruction Of Cross Drainages For Water Logged Areas Near Mehaboob Tower For A Length Of 0.12km Having Road Id 63443 In Fatorda Constituency Of Salcete Taluka.
Documents
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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
23922.00 -
Document Cost
5000.00 -
Estimated Cost
1196082.00
BOQ Items Total Items : 6 | Total Qty : 576
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in excavation for roadway as per drawing and technical specification, in all types of strata comprising any of the material such as soil, silt sand, silt sand, clay, gravel, murrum of all varieties shingles, pebbles all types of conglomerates, laterite rock etc soft rock, ordinary rock or disintegrated rock fissured shattered/ decomposed rock or weathered rock all such material as described under appendix to those specification either in full or in parts as the case may be adopting mechanical means (hydraulic excavator) or any approved method or methods as the case may be convenient or permitted inclusive of chiseling and wedging etc in all conditions such as dry, moist, saturated, submerged, foul condition etc including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides, ramming of bottoms, getting out the excavated soil/rock to be leveled and neatly dressed, pumping and bailing out of water, back filling the excavated earth to the extent required and utilizing the remaining earth locally for road work, barricading, danger lightening, guarding and disposal of excavated earth as directed by the engineer in charge all complete including all leads and lifts and up to depth of excavation as per MoRT&H Specification 301. | 129.6 | cu.m. |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 21.6 | cu.m. |
| 3 | 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: All works upto plinth level | 64.8 | cu.m. |
| 4 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, Footings, Bases for columns and mass concrete. | 144 | sq.m. |
| 5 | Steel work welded in built up section and framed work including cutting, hoisting, fixing in position for steel grating of size 2.00 m x 1.10 m with R.S. joists, Tees, angles, flats and channels of TATA/ SAIL/ VIZAG make onlywith structural steel not less than 191.4 kg. per unit including applying priming coat of red lead paint and two or more coats with superior quality ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade as per the approved drawing and direction of the Engineer in-charge. | 16 | Each |
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