Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under Upgradation - Chichgaon Approach Road
Tender Value
2.68 Crore
Estimated cost
Bid Submission
17 Aug 2026
18 days left
EMD
2.68 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
Balaghat → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction & Upgradation Of Rural Roads/Cds/Bridges Under Upgradation - Chichgaon Approach Road
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction & Upgradation of Rural Roads/CDs/Bridges Under UPG Package No. MP01UPG12 (Offer Based on SSR issued by MPRRDA Effective from 01.01.2024) as per detailed BOQ attached in Annex-II A, III A Please Enable Macros to View BoQ information MPRRDA,PIU-01, BALAGHAT Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 01.01.2024 District - Balaghat PIU-Balaghat-1 Package No MP01UPG12 No of Roads in Package :- 01 S. No. Block Road Name Length (in km) |
| 3 | Balaghat Total Road Length (in Km) 4.0 Amount of Construction Cost 25621000.0 Amount of Mantenance Cost 1218000.0 Total 26839000.0 Sr. No. SSR Item No. Description of Item Unit Quantity |
| 4 | 2.1 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. hectare 1.5 |
| 5 | 2.5 (B) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. cum 69.54 |
| 6 | 2.7 (B) m 22.5 |
| 7 | 3.1 A Scarifying the existing Bituminous road surface up to a depth of 50 mm and disposal of scarified material as directed by Engineer-in-Charge with a lift upto 3 m as per Technical Specification Clause 301.3. 3% Extra Winding 427.5 sqm 14677.5 |
| 8 | 3.4 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 cum 315.0 |
| 9 | 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 6800.0 |
| 10 | 3.3 A 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 301.3, 301.5, and 303. cum 4787.9 |
| 11 | 4.1 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 cum 2158.76 |
| 12 | 4.7 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. cum 2998.27 |
| 13 | 4.8 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 cum 2095.88 |
| 14 | 5.1 Prime Coat with bitumen emulsion :- Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means sqm 13325.625 |
| 15 | 5.3 Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. cum 666.29 |
| 16 | 5.16 Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying 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 as per Technical Specification Clause 506 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification. sqm 13325.625 |
| 17 | 5.12 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 508 sqm 13325.6 RIGID PAVEMENT |
| 18 | 3.8 (i) Compacting original ground supporting embankment cum 131.3 |
| 19 | 4.7 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. cum 101.4 |
| 20 | 4.8 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 cum 283.5 |
| 21 | 6.9 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, Cum 270.4 DRAIN |
| 22 | 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305 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. cum 567.0 |
| 23 | 12.5 cum 189.0 |
| 24 | 12.6 t 2.835 |
| 25 | 9.5 Providing and laying ISI mark reinforced cement concrete hume pipe NP4 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 m 50.0 ROAD FURNITURE |
| 26 | 10.1 per cm height per 4000.0 |
| 27 | 10.2 A 900 mm equilateral & triangle each 5.0 B 600 mm Circular each 3.0 C 800 mm x 600 mm rectangular each 6.0 F 900 mm High Octagon each 3.0 |
| 28 | 10.12 (A) PMGSY 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 each 1.0 |
| 29 | 10.12 (B) PMGSY Logo Board 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 each 2.0 |
| 30 | 10.13 Providing 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. each 2.0 |
| 31 | 10.6 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 (A) Precast each 5.0 each 16.0 |
| 32 | 6.9 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, Cum 4.1 |
| 33 | 9.1 (A) Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1101.4 & 305 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. A. Ordinary soil (i) Upto 1.5 m depth cum 81.423 (ii) 1.5 m to 3 m depth cum 2.661 |
| 34 | 9.2 (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1101.5 P.C.C grade M 15 (i) Nominal mix (1:2.5:5) cum 3.64 |
| 35 | 9.3 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 masonryworks in head walls and parapets Clause 1101.6 m 20.0 |
| 36 | 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305 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 242.844 III. Hard rock (requiring blasting) cum 121.422 |
| 37 | 11.4 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) with 40 mm and down graded metal cum 344.926 |
| 38 | 12.5 II P.C.C grade M 15 (i) Nominal mix (1:2.5:5) cum 117.086 |
| 39 | 12.5 III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) cum 0.584 (B) 1000 mm dia |
| 40 | 12.1 II) Sandy material cum 355.46 |
| 41 | 12.15 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 18.0 |
| 42 | 12.16 |
| 43 | 13.1 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 cum 23.45 |
| 44 | 13.1 II. R.C.C M 25 cum 14.04 |
| 45 | 13.16 IV) Providing and fixing in position 25 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications RM 10.8 General Manager MPRRDA, PIU-1 Balaghat MPRRDA,PIU-01, BALAGHAT Annex-III A Name of Roads & Length Included in Package Details for the Item Rate/Maintenance Tender Based on SSR 01.01.2024 District - Balaghat PIU-Balaghat-1 Package No MP01UPG12 No of Roads in Package :- 01 S. No. Block Road Name Length (in km) |
| 46 | Balaghat Total Road Length (in Km) 4.0 Amount of Construction Cost 25621000.0 Amount of Mantenance Cost 1218000.0 Total 26839000.0 General Manager MPRRDA, PIU-1 Balaghat |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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