Tender For Construction Of Plain Cement Concrete Road In Village- Sohad From Nh-22 To Yogendra Saw House In Village-Nawadih, G.P-Sohad, Block-Hunterganj, Dist.- Chatra.
Tender Value
1.45 Crore
Estimated cost
Bid Submission
02 Nov 2026
6 days left
EMD
2.91 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
Chatra → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Plain Cement Concrete Road In Village- Sohad From Nh-22 To Yogendra Saw House In Village-Nawadih, G.P-Sohad, Block-Hunterganj, Dist.- Chatra.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing Grass and Removal of Rubbish Road Land. up to a lead of 50 metres outside the periphery of the area. By Manual Means) S.O.R. PART - A Item No. 2.02 |
| 2 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.)SOR Item No. 3.20 Case-1 |
| 3 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.S.O.R. Item No. 3.18 |
| 4 | Granular Sub-base with Close Graded Material (Table:- 400-1) 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)(i) for grading- I Material S.O.R. Item No. R.W.D 4.01 B (II) |
| 5 | 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. Dry Lean Cement Concrete Sub- baseS.O.R. Item No. R.C.D 6.01 |
| 6 | Construction of un-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 drawing and Technical Specification Clause 1501S.O.R. Item No. 6.02 |
| 7 | Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (I) Ordinary Soil (Depth up to 3 m) S.O.R. Item No. 3.13 I B (I) |
| 8 | Providing and laying of dry Rubble Flooring complete as per drawing and Technical specifications.S.O.R. Item No. 16.09 |
| 9 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.08 (A) Case II |
| 10 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry in C.M. (1:3) in foundationS.O.R. Item No. 12.07 (B) |
| 11 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsRandom Rubble Masonry in C.M. (1:3) in substructureS.O.R. Item No. 13.04 (A) |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Height up to 5 m(P.C.C. Grade M-15)S.O.R. Item No. 13.05 A (p) |
| 13 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Height up to 5 m)(R.C.C. Grade M-20) Abutment Cap/ BedS.O.R. Item No. 13.05 B (p) |
| 14 | Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification (Height up to 5 m) (R.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.05 F (p) Case I |
| 15 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.04 |
| 16 | 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 specificationsS.O.R. Item No. 13.08 |
| 17 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specificationsS.O.R. Item No. 13.03 |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications S.O.R. Item No. 13.06 |
| 19 | Earth work in filling of foundation tracnches and back filling of flank in layer not exceding 150mm thick well watered rammed and compacted and finely dressed with suitable earth obtained from excavaion trenches and placed in a suitable profile within a lead of 30M and lift 1.5M complete job as per specification and direcation of E/I. S.O.R. Item No.WRD 6.1.16 |
| 20 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301(14.1)S.O.R. Item No. 16.04 A |
| 21 | Pointing with cement mortar 1:3 for sub structure as per technical spcification .item no - 13.02 |
| 22 | Carriage of Materials - Cement, a lead of Km10 |
| 23 | Steel a lead of Km10 |
| 24 | sand a lead of km 11 |
| 25 | Stone Chips a lead of km11 |
| 26 | Stone Dust lead of Km11 |
| 27 | Boulder a lead of Km11 |
| 28 | GST @ 18 % |
| 29 | Labour cess @ 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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