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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance GURUDWARA ROAD BISHRAMPUR BISHRAMPUR BISHRAMPUR SURGUJA CHHATTISGARH 497001 | SURGUJA | CHHATTISGARH | 497001 | +9.99% | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical NEAR COLLECTORATE SHAHPURA ROAD SINGAL TOLA UMARIA DISTRICT UMARIA M P 484661 | UMARIA | MADHYA PRADESH | 484661 | - | - | - | Rejected-Technical Document Submitted Not Qualified |
Tender Value
₹3.0 Cr
EMD Value
₹3.0 L
Closing Date
28 Mar 2026, 5:30 pmClosed
SHARDA SINGH
NEAR WARE HOUSE EE PWD DIVISION UMARIA (M.P.)
NIT SCHEDULE FOR CONSTRUCTION OF DADARA APPROACH ROAD LENGTH 1.20 KM AND KARAUNDI TO AGANBADI APPROACH ROAD LENGTH 2.00 KM TOTAL LENGTH 3.20 KM.
2026_PWDRB_490160_1
24/SAC/2025-26/PWD UMR
Open Tender
Civil Works - Roads
90 days
EE PWD DIVISION UMARIA (M.P.)
Please refer Tender documents.
4 documents required · 4 mandatory
₹15,000
₹3.0 L
5 Jun 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|---|
| 1Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (A) In area of light jungle | ||||||
| 2Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting. | ||||||
| 3Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacting to meetrequirement of table 300-1, 300-2 and as per relevent clauses of section-300. | ||||||
| 4Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (ii) For 37.5 mm maximum size | ||||||
| 5Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achievethe desired density in accordance to Table No. 400-12, 400-13and as per clause of section 406 of specifications. | ||||||
| 6Deduction for item 4.3 if sensor paver is not used | ||||||
| 7Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with Electronic Sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. b) Using Drum Mix Plant of appropriate capacity and paver finisher. (ii) for Grading (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30) | ||||||
| 8Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. | ||||||
| 9Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) | ||||||
| 10Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification. (i) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour. | ||||||
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TenderDocumentDadraAproachAndKaraunditoAnganwadiAproachRoad.pdf
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