Construction of PCC Road From Simaria Bagra PWD Road to Govt. ITI College Simaria, At-Sabano, GP-Sabano, Block-Simariya

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

Key facts

Tender value: ₹96.0L
EMD: ₹1.9L
Published: 31 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 06 Nov 2026 04:19 UTC

Description

Construction of a PCC road from Simaria Bagra PWD Road to Govt. ITI College Simaria at Sabano, including road earthwork, granular sub-base, PCC pavement, drainage and masonry works, and road signage. Estimated value is INR 9,604,746.79.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

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

Line items (26)

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: 0.58 Ha
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. S.O.R. PART - A Item No. 2.03(I) A — Qty: 0.58 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: 877.17 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: 3516.48 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. S.O.R. Item No. 3.17 — Qty: 231.85 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: 375.77 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: 676.29 M3
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801. 80 mm x 60 mm rectangular — Qty: 1 No
Direction and Place Identification Signs with size more than 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 or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) — Qty: 0.27 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: 309.13 M3
Construction of dry rubble flooring at cross drainage works for relatively less important works. S.O.R. Item No. 16.09 — Qty: 14.66 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: 50.56 M3
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 S.O.R item no- 12.07(A) — Qty: 72.66 M3
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.. Random Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation S.O.R item no- 12.07(B) — Qty: 107.63 M3
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random rubble masonry in C.M. (1:3) in (first sort ) sub-structure S.O.R item no- 13.04(A) — Qty: 60.38 M3
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Coursed rubble masonry (first sort) S.O.R. Item No. 13.04 (B) — Qty: 31.99 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: 9.12 M3
Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . S.O.R. Item No. 9.04 A — Qty: 7.5 M
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 B (p) — Qty: 3.52 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: 12.24 M3

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