Tender For Stmc Work On Podki Karangra Road Km. 1 /2 To 3/10 = 3.00 Km & Kabeer Chabutara Road Length 3.00 Km Under Stmc
Tender Value
27.52 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
13 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anuppur → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc Work On Podki Karangra Road Km. 1 /2 To 3/10 = 3.00 Km & Kabeer Chabutara Road Length 3.00 Km Under Stmc
BOQ
| Sl. No. | Item Description |
| 1 | Repair to pot holes and removal of loose material, trimming of sides,cleaning of surface by providing tack coat with bitumen emulsion,20 mm thick pre-mix carpet using catonic bitumen emulsion @ 21.5kg per 10 sqm and seal coat type B with bitumen emulsion @ 10kg per 10 sqm as per technical specification and compacting with three wheeled 80-100 kN Static Roller |
| 2 | Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)(ii) for grading II Material |
| 3 | Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M,applying bitumen tack coat at the bottom and vertical sides as per as per MoRT&H specification clause 3004.1 and 3004.2 |
| 4 | Built-Up-Spray Grout - Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two-layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm. |
| 5 | Maintenance of Hard Shoulder- (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor) |
| 6 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with smooth wheel roller, vibratory roller, hand roller, plate vibrator, plate compactor at OMC to achive atlist 97% of the Maximum dry density in accordance to MoRT&H specification clause 3003.3 |
| 7 | Making up loss of material/irregularities on shoulders upto 100 mm thickness to the design level by adding fresh approved soil having CBR >12 and compacting it with appropriate equipment at OMC as per MoRT&H specification clause 3003 408. |
| 8 | Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for ordinary Km. Stone.(ii) One coat on old work. |
| 9 | Providing painting, figuring and numbering as per IRCspecifications complete with Synthetic Enamal Paint for 0.2 Km.Stones or Boundary Stones(ii) One coat on old work. |
| 10 | Kilo Metre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary Kilometer stone (Precast)(ii) Ordinary Kilometer stone (Precast) |
| 11 | (iii) Hectometer stone (Precast) |
| 12 | Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with Bituminous macadam material having binder content 3.4% applying bitumen emulsion tack coat at the bottom and on sides covered by 20 mm thick type A or B close Graded Surfacing or Mixed Seal Surfacing, compecting with Three wheeled 80-100 KN static Roller as per technical specifications including all material, labour, etc. complete. (Note: - Payment shall be release after Sealing.) |
| 13 | Providing and repairing by WMM layer including filling up ofpot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification with depth 50mm to 100 mm including all material, labour, etc. complete |
| 14 | White washing with lime & Color washing of tree up to theheight of 1.5 mts. from the road crown. The top & bottom band will be 0.30 mts white washed, middle band 0.30 mts. With color wash including cleaning for the preparation of surface as directed by Engineer-in-charge. Including Fevicol adhesive @2.5 % and 0.3% indigo of lime quantity including all material, labour, etc. complete.(i) Girth from 300 mm to 600 mm |
| 15 | (iii) Girth from 600 mm to 900 mm |
| 16 | (iii) Girth from 900 mm to 1800 mm |
| 17 | White washing with white cement, two coats on parapet walls,wheel guards and kerbs etc including preparation of surface by cleaning scraping etc. as directed by Engineer-in-charge.Including Fevicol adhesive @ 2.5 % and 0.3% indigo of lime quantity including cost of all material etc. including all material, labour, etc. complete. |
| 18 | Brick work with well burnt chimney bricks in bulls patterntrench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% i/c curing scaffolding etc complete.(i) Cement mortar 1:4 (1 cement : 4 sand) |
| 19 | 15 mm cement plaster of mix(i) 1:4 (1 cement : 4 sand) |
| 20 | Providing and Laying Reinforced Cement Concrete PipeNP4/prestrssed concrete pipe on first class bedding in single row.Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works, backfilling, concrete and masonry works in headwalls and parapets.A) 600 mm dia |
| 21 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Suitable Excavated material to be used in embankment within a lead of 50 meters as per relevantclauses of section-300 |
| 22 | Cleaning and repairing vegetation/ garbage / soil / sand etc near the kerbs of bridges, parapets of culverts etc including cleaning of all water sprouts (on each side separately.) |
| 23 | Metal Beam Crash BarrierA) Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cmabove road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, however 5 spaces of 600mm each between vertical post and 5 spaces of 900mm each between vertical post will be kept adjacent to RCC parapet/ concrete crashbarrier in accordance to figure 9.14 of the IRC-SP: 73-2018, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) and treatment for metal beam cresh barrier on approach shall be modified eccentric loader terminal arrangement as shown in figure 9.12 of IRC- SP : 73-2018 End portion of metal beam crash barrier shall be flared outside by 1.25 mtr. Distance in last section of 8 mtr. Length. Departure side it shall be trailing terminal (TT) arrangement as shown in figure 9.13 of the IRC SP-73-2018. End portion of metal beam crash barrier shall be flared outside by 0.35 mtr. Distance in last section of 8 mtr. Length |
| 24 | Providing and laying Pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe of embankmentcomplete as per drawing and Technical specificationsB)Cement Concrete blocks of size 0.3x0.3 x0.3 m cast incement concrete of Grade M15 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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