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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance 37 WARD NO 29 NEAR KATRA POLICE CHOKI DISTT REWA M P | REWA | REWA | MADHYA PRADESH | -26.01% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | -21.84% | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.6 CrAdmitted-Finance | -13.99% | ₹1.6 Cr | L3 | Admitted-Finance |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
21 Apr 2026, 5:30 pmClosed
EXECUTIVE ENGINEER
PANDAVNAGAR SHAHDOL
Short Term Maintinance of Different Road Padkhuri Approach Road, Gohaparu budanwah Odhki,Odhki Approach Road, Sarfa Approach Road, Sakhi Approach Road, Sakhi to Chhattisgarh Road, Bar tola to Tikuri Tola (Patkhai), Harra Tola to Mauha tola, Sakhi to
2026_PWDRB_498881_1
NIT NO-01/2026-27/09-04-2026
Open Tender
Civil Works - Roads
90 days
SHAHDOL
Please refer Tender documents.
7 documents required · 7 mandatory
₹12,500
₹1.9 L
13 May 2026
9 Apr 2026
23 Apr 2026
9 Apr 2026
21 Apr 2026
9 Apr 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 and Grubbing Road Land
Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material up to a lead of 1000 metres including removal and disposal of top organicsoil not exceeding 150 mm in thickness.
A In area of light jungle | 0.6 | Hect | - | - | 2.2 |
| 2 | Embankment /Sub Grade 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 meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. | - | Cum | - | - | 3.13 |
| 3 | Wet 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 achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
A By Sensor Paver | - | Cum | - | - | 4.3 |
| 4 | Deduction for item No.4.3 if sensor paver is not used | - | Cum | - | - | 4.4 |
| 5 | Prime Coat Over WMM/WBM
(i) Providing and applying primer coat with catonic bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means as per clause 502 of specifications | - | Sqm | - | - | 5.1 |
| 6 | Providing and applying tack coat with catonic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
(i) @0.30 kg per sqm (dry & hungry bituminous surfaces
/granular surfaces treated with primer) | - | Sqm | - | - | 5.3 |
| 7 | Open - 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 tone
capacity, finished to required level and grades all complete as per clause 510 of specification.
Case - I: Mechanical method using Penetration grade
Bitumen VG 30 and HMP of appropriate capacity not
less than 75 tones/hour. | - | Sqm | - | - | 5.9 |
| 8 | Seal Coat
Providing and laying seal coat, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats, all complete as per clause 511 of Specification.
(ii) Case - II: Type B (Providing and laying of premix
sand seal coat using HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone
chipping (aggregate shall pass 2.36mm seal and
retained to 180-micron sieve) and penetration bitumen VG 30 of suitable grade all complete as per clause 511 of specification. | - | Sqm | - | - | 5.11 |
| 9 | Repair to pot holes and removal of loose material, trimming of sides,cleaning of surface by providing Primer coat, tack coat, 20 mm thick pre-mix carpet material having binder content @ 14.6 kg per sqm and seal coat type B having bitumen content @ 6.8 kg per 10 sqm as per technical specification and compacting with three wheeled 80- 100 kN Static Roller | - | Sqm | - | - | 10.2 |
| 10 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting on OMC using vibratory roller of 80 to 100 kN static weight. Field compaction shall be done in corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98% -100%) as per relevant clause of 408.
(A) Hard Shoulders (CBR value >12) | - | Cum | - | - | 4.16 |
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