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Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
8 Jun 2026, 5:00 pm3d left
Chief Construction Engineer
Rural Works Circle, Sunabeda, At-Sunabeda-1, Near Jagannath Temple, PIN-763001, Dist-Koraput
Construction of RD Road to Diribiguda in the District of Koraput under Mukhya Mantri Sadak Yojana (MMSY) for the year 2026-27.
2026_CERWI_130238_1
CCERWCSBD-Online-11/2026-27
National Competitive Bid
Civil Works - Roads
180 days
JEYPORE
4 documents required · 4 mandatory
₹10,000
₹1.3 L
Yes
30 May 2026
30 May 2026
9 Jun 2026
30 May 2026
8 Jun 2026
30 May 2026
30 May 2026 - 6 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness as per direction of EIC | 3,920 | sqm | 8.63 | ₹33,829.6 | NI-4021-2673-1 |
| 2 | Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer-in-Charge. | 3,563.64 | cum | 271.82 | ₹9,68,668.62 | NI-4021-2673-2 |
| 3 | 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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). | 507.92 | cum | 50.46 | ₹25,629.64 | NI-4021-2673-3 |
| 4 | Excavation for roadwork in soil with hydraulic excavation of 0.9 cum bucket capacity including cuttinh and loading in tippers, trimming bottom and side slopes, in accordance with reuirements of lines, graddes and cross sections, and transporting to the embankment location within all lifts and leads upto 100m | 12 | cum | 74.85 | ₹898.2 | NI-4021-2673-4 |
| 5 | labour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge | 828.27 | cum | 2,099.68 | ₹17,39,101.95 | NI-4021-2673-5 |
| 6 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision) | 516.38 | cum | 2,645.63 | ₹13,66,150.42 | NI-4021-2673-6 |
| 7 | Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. | 4.8 | cum | 727.8 | ₹3,493.44 | NI-4021-2673-7 |
| 8 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.(PCC M-15) | 7.2 | cum | 5,503.59 | ₹39,625.85 | NI-4021-2673-8 |
| 9 | Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 600 | sqm | 634.29 | ₹3,80,574 | NI-4021-2673-9 |
| 10 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC | 3,136.5 | sqm | 67.59 | ₹2,11,996.04 | NI-4021-2673-10 |
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