Construction Of Road, Drain.
Tender Value
13.05 Lakhs
Estimated cost
Bid Submission
27 Feb 2024
0 days left
EMD
26100
Bank guarantee accepted
Document Fee
1540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
manjhanpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road, Drain.
BOQ
| Sl. No. | Item Description |
| 1 | Construction ofgranular Sub-baseby providing well 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 smooth wheel rollerto achieve the desired density, complete as perTechincal Specificationclause 401 |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withsmoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming,stone screening / binding material to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 2 as per technical Specification Clause 405. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53mm)to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Gradeing-3as per Technical Specification Clause 405 |
| 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. |
| 5 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3 |
| 6 | Laying brick soling layer on prepared sub-grade with brick onedging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing as per Technical Specification Clause 412. |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 8 | Providing and applying tack coat with Bitumen(VG-10) using Bituman distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by(ex.cost of) seal coat ofType C as per Technical Specification Clause 508. |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType C as per Technical Specification Clause 510. |
| 11 | Construction of un-reinforced,plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer compacted using needle, screed and plate vibrators, curing of concrete slabs for 14-days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification MORD clause 1500.4 including 125 micron polythene sheet and Construction Joint. |
| 12 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side |
| 13 | Providing concrete for plainconcrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(1:3:6) |
| 14 | Filling infoundation trenchesas perdrawing & technical specification clause 305.3.9 |
| 15 | Providing concrete for reinforced concrete in sub structurecomplete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M-25/M-20 |
| 16 | Supplying, fitting, and placing M.S bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. |
| 17 | Supply & Fixing Of Inauguration Stone. |
AI Tender Summary
Tender Timeline
Feb 15, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 27, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 27, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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