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NTID 45104946
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💬 Talk to Our Bidding ExpertConstruction Of Road From Peri in Salcete - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Road From Peri" in Salcete, India.
- Opening Date : Wed 20th May, 2026
- Closing Date : Mon 18th May, 2026
- ₹ 39347931.00
- NTID 45104946
Key Values: Document Cost: 20000.00 | EMD: 786959.00 | Estimated Cost: 39347931.00
Tender Description
Construction Of Road From Periudok Chapple To Shree Somnath Devasthan At Periudok In V.p. Sanvordem 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
786959.00 -
Document Cost
20000.00 -
Estimated Cost
39347931.00
BOQ Items Total Items : 22 | Total Qty : 70878.55
| # | 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. | 2487.00 | 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 mechanical means or any other approved means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. as per MoRT & H Specification 301 or adopting any approved method or method 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 including shoring strutting 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, 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. | 4330.00 | Cu.m |
| 3 | 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 with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers 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 | 580.00 | Cu.m |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation rom drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 as per MORTH specification 305 | 5178.00 | Cu.m |
| 5 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 357.00 | Cu.m |
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