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Sopd g 24 25 26 i Constructi, Barpeta - Tender Details
Explore tender information for Sopd g 24 25 26 i Constructi in Barpeta, including eligibility, deadlines, and bid specifics.
Public Works Roads Department
Barpeta, Assam, India
NTID 38907724
Opening Date : Thu 30th January, 2025- Closing Date : Thu 30th January, 2025
- ₹ 49527000.00
- NTID 38907724
Sopd_g_24_25_26 (i) Construction Of Earthen Roads Inside The Bhattadev Khetra,(ii) Construction Of Helipad, Barricade And Approach Roads For Proposed Helipad (iii) Construction Of Old Nt Link Road ,(iv) Construction Of Road From Mrl 20 (nh 31 At Bir
Documents
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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
991000.00 -
Document Cost
9910.00 -
Estimated Cost
49527000.00
BOQ Items Total Items : 183 | Total Qty : 60740.61
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | (i) Construction of Earthen Roads inside the Bhattadev Khetra Single bamboo spur and palisading of whole 2nd class bamboo (jati or Bethua) 65 mm to 75 mm dia and closely packed & driven, including fitting, fixing with half bamboo kamis horrizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 (ii) Driven at least 900 mm below ground and 900 mm above ground on average. | 20.000 | Rm |
| 2 | Supplying and installation and placing empty cement bags filled with Sand and stitching with coir string and pitching or dumping at affected places as directed ( Cost of all materials born by the contractor at his own cost ) | 320.000 | No |
| 3 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Clause 301.5 , | 3713.220 | Cum |
| 4 | Construction of Sub-Grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical Specification Clause 303.1, (400.00 mX 6.476 sqm = 2590.40 cum),(500.00 mX1.56.00 sqm=780.00 cum) (a) From Private Land | 3370.400 | Cum |
| 5 | Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401,for Grading-II Material | 1914.640 | Cum |
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