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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹15.4 L+₹1.4 L (9.78%)Admitted-Fee/PreQual/Technical/Finance LATEHAR JHARKHAND | LATEHAR | JHARKHAND | 822111 | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹17.2 L
EMD Value
₹34,500
Closing Date
3 Nov 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
E.E.NREP, LATEHAR
E.E.NREP OFFICE LATEHAR
CONSTRUCTION OF PCC ROAD FROM PITCH ROAD TO SAMUDAYIK BHAWAN AT VILLAGE DIRIDAG, PANCHAYAT CHETAG, BLOCK BALUMATH, DISTRICT LATEHAR
2026_LNREP_120325_1
NREP/LATEHAR/63/2026-27
Open Tender
Civil Works - Roads
Percentage
90 days
CHETAG BALUMATH
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹34,500
6 Nov 2026
28 Oct 2026
5 Nov 2026
28 Oct 2026
3 Nov 2026
28 Oct 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 meters outside the periohery of the area. as per Technical Specification clause 201 .
S.O.R item no. 2.02 | 0.03 | Ha | 31,106.7 | ₹933.2 |
| 2 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m
S.O.R item no. 3.06 | 127.58 | M3 | 72.2 | ₹9,211.28 |
| 3 | (Loosening of the ground a level of 500 mm below the sub-grade level , watered, graded and compacted in layers to meet requirement of Table 300-2 for subgrade construction)
S.O.R item no. 3.20 Case- I | 127.58 | M3 | 61.1 | ₹7,795.14 |
| 4 | 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 (II) | 66.15 | M3 | 147.9 | ₹9,783.59 |
| 5 | Construction of Embankment with Material Deposited from Roadway Cutting (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) Rolling with smooth wheeled roller S.O.R. Item No. 3.17 | 36 | M3 | 66.78 | ₹2,404.08 |
| 6 | Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification .
S.O.R 4.01 B (I) | 127.58 | M3 | 1,729.6 | ₹2,20,662.37 |
| 7 | 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 .
SOR item no. 6.02 | 157.5 | M3 | 5,582.1 | ₹8,79,180.75 |
| 8 | Earth work in excavation in foundation in ordinary soil by manual means of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of slumps and other deleterious matter, dressing of side and bottom, backfilling the excavation Earth to the extent required and utilising the remaining Earth locally for road work.
S.O.R. Item No. 3.13 (i) B | 10.8 | M3 | 68 | ₹734.4 |
| 9 | Construction of dry rubble flooring at cross drainage works for relatively less important works.
S.O.R. Item No. 16.09 | 1.35 | M3 | 2,202.2 | ₹2,972.97 |
| 10 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
PCC Grade M15
S.O.R. Item No. 12.08 A Case-II | 1.35 | M3 | 4,142.7 | ₹5,592.65 |
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