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Tender Value
₹13.6 L
EMD Value
₹27,500
Closing Date
15 Jul 2026, 5:00 pm6d left
DISTRICT ENGINEER
ZILA PARISHAD CHAIBASA
CONSTRUCTION OF PCC ROAD AT GRAM GRAM BADA KUNRIJHOR TOLA MUNDASAI HARI GOPE GHAR TO RAMESH BOIPAI GHAR TK AT PATAITA PANCHAYAT IN NOAMUNDI BLOCK
2026_ZPWSS_116001_1
ZP/CHAIBASA/04/2026-27 GR-17
Open Tender
Civil Works
60 days
NOAMUNDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,250
Yes
₹27,500
Yes
9 Jul 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
15 Jul 2026
9 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | - | Ha | 19,760.3 | - |
| 2 | Clearing and Grubbing Road Land (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.)
By Manual means (In area of light jungle) | - | P/M3 | 88,499.5 | - |
| 3 | 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.)
No. Case-I | 88.5 | P/M3 | - | - |
| 4 | Construction of Subgrade and Earthen Shoulders (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.) | 402 | P/M3 | 131.3 | ₹52,782.6 |
| 5 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)
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.
With Grading-III Material B (i) | 92.42 | Cum | 1,967.53 | ₹1,81,839.12 |
| 6 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | 138.62 | Cum | 6,383.14 | ₹8,84,830.87 |
| 10 | 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)
S.O.R. Item No. | 1.08 | Sqm | 7,772 | ₹8,393.76 |
| 11 | G.S.T @ 18% | - | Rs | 1 | - |
| 12 | Labour Cess 1% | - | Nos | - | - |
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