Construction of PCC Road from Bramh Sthan to UMS, At-Lodhya, GP-Moniya, Block-Pratappur

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

Key facts

Tender value: ₹51.7L
EMD: ₹1.0L
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 from Bramh Sthan to UMS at Lodhya, GP-Moniya, Block-Pratappur, Chatra, Jharkhand. Estimated value is Rs. 5,171,112.55. The BOQ is a percentage-rate schedule.

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 (27)

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: 0.25 Ha
Exacavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres. SOR Item No. 3.01 — Qty: 425.25 M3
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.Rate per cum after adding royalty@Rs 27.48/cum SOR Item No. 3.17 — Qty: 170.1 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: 168 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- II Material S.O.R. Item No. R.W.D 4.01 B (II) — Qty: 425.25 M3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) S.O.R. B.C.D 5.3.1.1 — Qty: 525 M3
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete S.O.R. B.C.D 5.3.17.1 — Qty: 280 M2
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: 24.88 M3
Construction of dry rubble flooring at cross drainage works for relatively less important works. S.O.R. Item No. 16.09 — Qty: 3.65 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: 3.65 M3
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3) S.O.R. Item No. 12.07 (A) — Qty: 13.83 M3
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Coarse Rubble Masonary in C.M. (1:3) in sub-structure S.O.R. Item No. 13.04 (B) — Qty: 9.12 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: 0.23 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: 0.72 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: 2.43 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: 0.81 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: 0.28 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: 21.24 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: 6 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: 8.29 M3

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