Tender For Construction Of Road Works Under Pradhan Mantri Gram Sadak Yojana I.E. Pmgsy-Iv (Batch-I) L022-Rappa To Gadaba
Tender Value
63.82 Lakhs
Estimated cost
Bid Submission
18 Sep 2026
13 days left
EMD
1.27 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rayagada → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Road Works Under Pradhan Mantri Gram Sadak Yojana I.E. Pmgsy-Iv (Batch-I) L022-Rappa To Gadaba
BOQ
| Sl. No. | Item Description |
| 1 | BTRoadClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable 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 as per MORD technical specification cluase 201.1. & direction of Engineer-in-charge (by manual means). |
| 2 | Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge. |
| 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). |
| 4 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 5 | Fine dressing &Turfing including transportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge. |
| 6 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with ordinary motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density and C.B.R>20, complete as per Technical specification clause 402 of MORD specification for Rural Road and direction of the Engineer-in-Charge. |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, crushable moorum sand addmixture to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.Grading-II |
| 8 | Grading-III |
| 9 | Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. |
| 10 | Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. |
| 11 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compacted of 13.2 mm to 5.6 mm aggregates using Bitumen Emulsion MS @ 21.5 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.2 of MoRD and as per direction of Engineer-in-Charge(Cold Mix Bitumen) |
| 12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with bitumen Emulsion MS laid by manual means and as per direction of Engineer-in-Charge. (COLD MIX). |
| 13 | Providing,supplying,fitting and fixing of 80mm thick interlocking concrete paver block on compacted river coarse sand free from all organic materials and filling the joints with sand including cutting,corbelling, splays whereever necessary to proper size with cost,conveyance,royalities of all materials and as directed by Engineer-in-chief. |
| 14 | CD WoksEarth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. |
| 15 | Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge. |
| 16 | Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the engineer-in-charge. |
| 17 | Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. and as per the direction of the Engineer in charge |
| 18 | 1000 mm dia HPC (Single row) |
| 19 | 1000 mm dia HPC (Double row) |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 22 | Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5)in open foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge. |
| 23 | Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5)in Sub Structure as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge. |
| 24 | Providing and laying reinforced cement concrete of M-25 grade in Super structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge |
| 25 | Dirt wall & Parapet |
| 26 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge |
| 27 | Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications including cost convyance taxes of all materials, cost of all labours, T & P required for the work etc.complete and as per direction of the Engineer -in- charge. |
| 28 | Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying cinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required. |
| 29 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 and as per the direction of the Engineer in charge |
| 30 | ROAD APPURTENANCESSupplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer and as per direction of Engineer-In-Charge and as per clause 1703 of MoRD. |
| 31 | i) Ordinary kilometer stone |
| 32 | ii) 200 mtr Stone |
| 33 | iii) Guard Post (M-20) |
| 34 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 of MoRD. and as per the direction of the Engineer in charge |
| 35 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per the direction of the Engineer in charge |
| 36 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge600 mm Equilateral Triangle |
| 37 | Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge. |
| 38 | Maintenance Routine Maintenance after completion of construction works 1st Year |
| 39 | 2nd Year |
| 40 | 3rd Year |
| 41 | 4th Year |
| 42 | 5th Year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysSep 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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