Construction Of 01Km P.C.C. Road From Vill. Gundijora In Mundasai To Jotosai At Bastipanchayat Under Noamundi Block Construction Of 01Km P.C.C. Road From Vill. Gundijora In Mundasai To Jotosai At Bastipanchayat Under Noamundi Block
Tender Value
99.49 Lakhs
Estimated cost
Bid Submission
30 Sep 2021
0 days left
EMD
1.99 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
NOAMUNDI → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 01Km P.C.C. Road From Vill. Gundijora In Mundasai To Jotosai At Bastipanchayat Under Noamundi Block Construction Of 01Km P.C.C. Road From Vill. Gundijora In Mundasai To Jotosai At Bastipanchayat Under Noamundi Block
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 in area of light jungle by mechanical means. |
| 3 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.). Rolling with smooth wheeled roller |
| 4 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Rolling with smooth wheeled roller) as per Technical Specification Clause 305. |
| 5 | By Mix in Place Method (Construction of granular sub-base by providing close 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)With Grading-III Material |
| 6 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 7 | Direction and Place Identification Signs upto 0.9 sqm Size Board.Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 8 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 9 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506 |
| 10 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 11 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.Random Rubble Stone Masonary in C.M. (1:3) in foundation Retaining Wall |
| 12 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsRandom Rubble Masonry Work in Cement Mortar 1:3 in S/S Retaining Wall |
| 13 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications..Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation |
| 14 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.Coursed rubble masonry in C.M. (1:3) in (first sort )sub-structure |
| 15 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15 in Coping) |
| 16 | Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications |
| 17 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. |
| 18 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20) |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 20 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification(R.C.C. Grade M-25 in Deck Slab) |
| 21 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 22 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. |
| 23 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 710.1.4.of IRC:78(With Sandy Material) |
| 24 | Goods & Service Tax (G.S.T.) - |
| 25 | Labour Cess - |
AI Tender Summary
Tender Timeline
Sep 22, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 06, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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