Special Repair Of Restoration Or Damaged Road By Providing C.C Pavement On Faridabad Tigaon Road Road Id 3225 In Km 9.825 To 10.50 Due To Damaged By Phed For Laying Of Sewer Line Under Mahagram Yojna In Faridabad District Reinvited.
Tender Value
1.13 Crore
Estimated cost
Bid Submission
06 Feb 2023
0 days left
EMD
2.26 Lakhs
Bank guarantee accepted
Document Fee
15000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tigaon → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repair Of Restoration Or Damaged Road By Providing C.C Pavement On Faridabad Tigaon Road Road Id 3225 In Km 9.825 To 10.50 Due To Damaged By Phed For Laying Of Sewer Line Under Mahagram Yojna In Faridabad District Reinvited.
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL ITEMS Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4(HSR10.8) |
| 2 | 12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)(HSR 11.5.3) |
| 3 | Excavation for Roadway in Soil by Mechanical meansand Tippers with Disposal up to 1000 metres. 1. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications.(HSR 17.10.1) |
| 4 | Granular Sub-Base with CoarseGraded Material - Grading-I or II or III (Table:- 400-2)Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material (HSr 17.15.1) |
| 5 | Dismantling of flexible pavement by Mechanical Means Bituminous course (HSR 17.3) |
| 6 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications (HSR 17.44) |
| 7 | Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed,over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixerwith a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications.(HSR 17.45) |
| 8 | Construction of Embankmentwith Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.(HSR 17.6) |
| 9 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) (HSR 5.23.1) |
| 10 | Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) (HSR 17.21.1) |
| 11 | Recovery items:The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :-(NS) (i) Recovery of Dismantled WBM Material@ 873.00 Per Cum |
AI Tender Summary
Tender Timeline
Feb 01, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 06, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 07, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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