Construction of PCC Road and Drain from Holamgada Kala Primary School to Chhath Ghat, At-Holamgada Kala, GP-Ara, Block-Chatra

Zila Parishad Chatra · Chatra, Jharkhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹71.7L
EMD: ₹1.4L
Published: 31 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 06 Nov 2026 04:17 UTC

Description

Construction of a PCC road and drain from Holamgada Kala Primary School to Chhath Ghat in Holamgada Kala, GP-Ara, Block-Chatra. The BOQ includes road pavement, drainage, earthwork, masonry, concrete, reinforcement and associated materials.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage BoQ
Make in India (MII): No
MSE preference: No

Line items (43)

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 — Qty: 0.3 Ha
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 — Qty: 455.63 M3
Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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) S.O.R. Item No. 3.18 — Qty: 262.5 M3
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 front end loader 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 (I) — Qty: 326.63 M3
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 concr — Qty: 442.25 M3
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) — Qty: 113.76 M3
Construction of dry rubble flooring at cross drainage works for relatively less important works. S.O.R. Item No. 16.09 — Qty: 13.66 M3
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 — Qty: 17.78 M3
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 foundation S.O.R. Item No. 12.07 (B) — Qty: 55.3 M3
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonary in C.M. (1:3) in sub-structure S.O.R. Item No. 13.04 (A) — Qty: 22.58 M3
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-15) S.O.R. Item No. 13.05 A (p) — Qty: 0.46 M3
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, Height upto 5m (PCC Grade M20) Abutment Cap/ Bed S.O.R. Item No. 13.05 B (p) — Qty: 5.04 M3
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, Height upto 5m (RCC Grade M25 in Deck Slab) S.O.R. Item No. 13.05 F (p) Case I — Qty: 4.04 M3
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications S.O.R. Item No. 14.04 — Qty: 1.44 M3
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications S.O.R. Item No. 13.06 — Qty: 0.68 MT
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications S.O.R. Item No. 13.03 — Qty: 46.88 M2
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 S.O.R. Item No. 13.08 — Qty: 40 Nos
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 — Qty: 37.92 M3
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) — Qty: 160.74 M3
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 — Qty: 25.38 M3

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