Tender For Construction/Upgradation Including Maintenance For Five Year After Construction Of Rural Roads/Cds/Bridges.
Tender Value
2.10 Crore
Estimated cost
Bid Submission
13 Jul 2026
5 days left
EMD
2.10 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ashoknagar → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction/Upgradation Including Maintenance For Five Year After Construction Of Rural Roads/Cds/Bridges.
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road under Pradhan Mantri Gram Sadak Yojana (PMJANMAN for PVTG Work) Including maintenance for Five Year after construction Package No. MP47PMJM29 (Offer Based on SSR issued by MPRRDA Effective from 01.01.2024) as per detailed BOQ attached in Annex-II A MPRRDA PIU- ASHOKNAGAR (Bill of Quantity) Details for Percentage (%) Rate Tender SSR 01.01.2024 District- Ashoknagar PIU Ashokagar Block- Chanderi Package No MP47PMJM29 S No. Name of Road Length Construction Cost Maintenance Cost Total Cost of PAC |
| 3 | L316-Jarsal Road to Jarsal Adiwashi Basti |
| 4 | L317-Chanderi Ishagarh Road to Adiwashi Bashti Orchha Total 2.72 20233063.0 806332.0 21039395.0 SOR No DESCRIPTION OF ITEMS UNIT QUANTITY RATE (Rs.) AMOUNT (Rs.) 1.6 A Setting out work completed with construction of reference benchmark/working benchmark (minimum 5per Km ), made of concrete M-10 of size 575x575x450mm with a base of size 900x900x100mm including white washing, marking of chainage, Levels etc.(As per drawing Annex-I) and reference pillars made of cut stone having minimun thickness 65 mm / precast concrete poles/concrete (M-10) filled AC pipes @ 100 m interval embaded in concrete base of M-10 of size 300x300x750mm on both sides of the formation width, marking on centre line setting out curves and recording of central line levels and other required levels and distances etc. including setting out of Cross Drainage structures with required reference pillers and marking etc. as directed by Engineer-in-Charge. The setting out work will be maintaind by the contractor till the completion of work. A A . Reference benchmark/working benchmark (As per drawing annex-I) No. 16.0 1103.0 17648.0 B B. Reference piller No. 58.0 642.0 37236.0 |
| 5 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 3.2 A Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures or from borrow area graded by motor grader and compacted by using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clauses 301.4 & 301.5 including, watering rolling etc complete. Cum 1176.85 80.0 94148.0 3.3 A Construction of Embankment subgrade & earthen shoulders with Material Obtained from Borrow Pits - Construction of embankment, subgrade & earthen shoulders with approved material (Select soil having CBR > 7) obtained from borrow pits i/c all leads and lift and removal of top soil if any, including cost of land as a source of material, transporting to site, spreading, graded by motor grader to required slope and compacting using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 including all leads, etc. as per Technical Specification Clauses 301.4, 301.5, and 303. Cum 7897.81 198.0 1563766.0 3.3 (B) Construction of embankment, subgrade & earthen shoulders with approved material obtained from borrow pits i/c all leads and lift and removal of top soil if any, including cost of land as a source of material, transporting to site, spreading, graded by motor grader to required slope and compacting using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 including all leads, as per Technical Specification Clauses 301.3, 301.5, and 303. Cum 3995.58 163.0 651280.0 |
| 6 | Excavation, Carting i/c Removal of Soil with Disposal upto 1000 m Excavation of embankment, sub-grade and drain consisting of excavation, removal and satisfactory disposal of all excavated materials including hauling to sides of embankment and subgrade construction as also the disposal of materials in specified manner and the trimming and finishing of the road to the specified dimensions i/c all lifts, lead upto 1000 meters including dewatering, shaping and excavation in marsh and complete disposal of all muck as per clause 302. for all types of soil i/c moorum gravel etc. as directed by the Engineer-in-charge 4.1 A Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR >= 20, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 A. Crushed Stone Materials Cum 1373.15 1069.0 1467897.0 |
| 7 | 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricating and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 |
| 8 | Construction of shoulder as per clause 407 with selected soil having CBR value not less than 12 inclusive of all leads and lifts providing 4% camber I/c operations like watering, rolling and compaction etc. as per clause 303.5 (Rate Applicable as per GOI) 5.1 ( II ) Prime Coat with Silane Nanotechnology :- Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (<1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CSS1 : 200 liter water. Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. Sqm 8304.38 27.0 224218.0 5.2 (III) Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm 8304.38 17.0 141174.0 5.9 (II) (A) 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification Clause 506. II Bitumen (VG-30) Sqm 8304.38 137.0 1137700.0 5.12 B (II) 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, Type B and Type C as per Technical Specification Clause 510 Case -Iivv Type -B (II) Bitumen (VG-30) Sqm 8304.38 50.0 415219.0 |
| 9 | Cement Concrete Pavement (CC M-30 without dowel bars)Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of transverse joint as per MORD 2014 Clause no. 1501.8, admixtures as approved, curing of concrete slabs for 14-days, |
| 10 | Cement Concrete Slab Construction of un-reinforced and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 9.1 A i Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, sortingout servicible & unservicible materials and disposal of all materials upto 1000 m lead and backfilling with approved material. (I) Ordinary Soil ,Upto 1.5 m depth Cum 205.95 268.0 55195.0 9.3 B Providing and Laying Reinforced Cement Concrete Pipe NP3 ISI Mark ,Plain Ends(conforming to IS Code 458-2003} as per design Providing and laying ISI mark reinforced cement concrete hume pipe NP3 for culverts on first class bedding of granular material in single row including jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, bedding, concrete and masonry works in head walls and parapets Clause 1101.6 RM 70.0 5009.0 350630.0 9.7 A Providing & Laying ISI mark ,Plain Ends(conforming to IS Code 458-2003} Reinforced Cement Concrete hume Pipe (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, bedding, concrete and masonary work in head wall and parapets. NP3 Pipes 600 mm dia @ 1 Per Km RM 60.0 1943.0 116580.0 9.8 E Providing & Laying Non ISI mark ,Plain Ends(conforming to IS Code 458-2003} Reinforced Cement Concrete hume Pipe (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, bedding, concrete and masonary work in head wall and parapets.NP2 Pipes 300 mm dia @ 4 Per Km RM 120.0 433.0 51960.0 10.1 (ii) Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman Per cm height per letter 1399.0 1.0 1399.0 10.2 II Cautionary, mandatory, informatory, direction and place indentification signs Providing and erecting cautionary, mandatory, informatory, 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 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 10.2 (ii) B 600 mm circular No. 5.0 3531.0 17655.0 10.2 (ii) C 800mm x450mm Rectangular ( for Submersible Bridges) No. 4.0 4014.0 16056.0 10.2 (ii) D 600 mm x 450 mm rectangular (Public Building) No. 7.0 3499.0 24493.0 10.2 (ii) E 600 mm equilateral & triangle No. 8.0 3219.0 25752.0 |
| 11 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 10.6 A Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast) Nos 6.0 2203.0 13218.0 (ii) 200 m stone (precast) Nos 10.0 623.0 6230.0 10.12 (A) Typical PMGSY informatory sign board 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 PMGSY Sign Board Each 2.0 14180.0 28360.0 (B) Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 (PMGSY Logo Board) Each 2.0 4366.0 8732.0 |
| 12 | Providing PMGSY CITIZEN'S INFORMATION BOARD and fixing of typical PMGSY CITIZEN'S INFORMATION BOARD with Logo as per MORD specifications and drawing, made of 75mm square or 75mm dia. circular steel tube of 12 SWG 3.2 m hight and cross member 2 Nos. 1m long, fixed with Angle iron 50 x 50 x 5 mm MS angle on the back side 2Nos vertical and 4 Nos horizontal. It is mounted by 2 plates of 1.6mm thick and size 900 x 750 mm, the pipe shall be erracted on 600 x 600 x 750 mm foundation blocks at appropriate depth made of cement concrete 1:2:4, painted by standard color as per drawing with lettering, border, heading and logo etc. using sinthetic enamel paint of superior quality and all details as per standard drawing of PMGSY including welding, excavation, concreting, painting of base, border and lettering, painting cross section of road and other required details etc complete as directed by engineer-in-charge for any type of board wheather for flexible pavement or concrete pavement as prescribed for PMGSY. .(One for Flexible, Rigid Pavement &maintenance) 10.14 A Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral retro reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete on flexible or rigid pavment and as directed by engineer in charge as per relevant clauses of MORD specifications. Nos 4.0 29400.0 117600.0 |
| 13 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. 11.1 (I) (i) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil (i) Upto 1.5 m depth Cum 1078.4 268.0 289011.0 11.1 (I) (ii) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil (ii) 1.5 m to 3 m depth Cum 89.72 450.0 40374.0 11.1 III Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (III) Hard rock (requiring blasting) Cum 53.83 652.0 35097.0 11.2 i Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (I) Sand filling Cum 17.97 786.0 14124.0 11.4 (I) (i) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(I) P.C.C grade M 10 (i) Nominal mix 1:3:6 with 40 mm and down graded metal Cum 223.08 4493.0 1002298.0 11.4 (I) (ii) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(I) P.C.C grade M 15(i) Nominal mix (1:2.5:5) with 40 mm and down graded metal Cum 662.29 4526.0 2997525.0 11.4 (IV) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(IV) R.C.C grade M 20 with 20 mm and down graded metal Cum 113.04 5082.0 574469.0 |
| 14 | Supplying, fixing and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 12.5 (II) (i) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(II) P.C.C grade M 15 (i) Nominal mix (1:2.5:5) Cum 371.53 4787.0 1778514.0 |
| 15 | 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 12.10 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technicalspecification Clause 1204.3.8(I) Granular Material Cum 159.75 818.0 130676.0 12.15 A Anchor bar for RCC slabs of submersible bridges Providng and fixing 20mm dia MS anchor bar duly welded at bottom with MS plate of size 500mm x 75mm x 10mm including all material labour charges etc. as per plate no. 7.22 SP-20 or otherwise as directed by Engineer incharge. A Fixed end anchor bar Each 8.0 603.0 4824.0 12.15 B Anchor bar for RCC slabs of submersible bridges Providng and fixing 20mm dia MS anchor bar duly welded at bottom with MS plate of size 500mm x 75mm x 10mm including all material labour charges etc. as per plate no. 7.22 SP-20 or otherwise as directed by Engineer incharge. B. Free end anchor bar Each 8.0 1192.0 9536.0 |
| 16 | Providng and fixing in position bituminious paper bearing for slabs as per approved drawingand confirming to IS:1398 13.1 I i Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1400 (I) R.C.C grade M 20 (i) For nominal mix 1:2:4 Cum 18.19 5864.0 106666.0 13.1 II Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (II) R.C.C M 25 Cum 49.32 6156.0 303614.0 |
| 17 | Supplying, fixing, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1204.15 and 1202 |
| 18 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per genaral note, drawing and technical specifications Clauses 800 and 1206.3 |
| 19 | Drainage spouts complete as per drawing and technical specifications Clause 1404.5 13.16 ii Filler Joint(ii) Providing and fixing 25 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Sqm 17.1 759.0 12979.0 |
| 20 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 40 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 21 | Guard Stone Providing and fixing guard stones on curves or at any other place as directed by engineer incharge made of 220 X220X1000 mm hammer dressed stones and fixed 400mm into the ground in morum and broken agreegates block of size 500X500X500mm and painted with white and black bands in 2 coat with redimix enamel paint including excavation of pit etc. complete. Total 20233063.0 Say 202.33 Cost of Annual Maintenance for five years after completion of project will be estimated as per the PMGSY Guidelines. Different activities of ordinary repairs are done as and when. Amount Required for maintenance of Road for five years after completion of Project. L316-Jarsal Road to Jarsal Adiwashi Basti L317-Chanderi Ishagarh Road to Adiwashi Bashti Orchha Total Amount (Rs) Remark 1st Year @ 41460 Rs/KM 22853.0 70482.0 93335.0 2nd Year @ 48540 Rs/KM 26797.0 82518.0 109315.0 3rd Year @ 68655 Rs/KM 37860.0 116714.0 154574.0 4th Year @ 78455 Rs/KM 43150.0 133374.0 176524.0 5th Year @ 88255 Rs/KM 48690.0 150034.0 198724.0 Total five year routine maintenance cost for BT Road: - 179350.0 553122.0 732472.0 Amount Required for maintenance of Road for five years after completion of Project. Amount Amount Amount (Rs) Remark 1st Year @ 31600 Rs/KM 14852.0 0.0 14852.0 2nd Year @ 31600 Rs/KM 14852.0 0.0 14852.0 3rd Year @ 31600 Rs/KM 14852.0 0.0 14852.0 4th Year @ 31600 Rs/KM 14852.0 0.0 14852.0 5th Year @ 31600 Rs/KM 14852.0 0.0 14852.0 Total five year routine maintenance cost for CC Road : - 74260.0 0.0 74260.0 Total 253610.0 553122.0 806732.0 Maintenance in Lakh 2.54 5.53 8.07 Sub Engineer/Astt. Manager Genral Manager MPRRDA MPRRDA ASHOKNAGAR ASHOKNAGAR Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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