Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under -Pmgsy-Iv
Tender Value
6.10 Crore
Estimated cost
Bid Submission
13 Jul 2026
6 days left
EMD
6.10 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shivpuri → 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 -Pmgsy-Iv
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No. -MP40-901 (Offer Based on SSR issued by MPRRDA Effective from -01.01.2024.) as per detailed BOQ attached in Annex-II A. Please Enable Macros to View BoQ information MPRRDA,PIU SHIVPURI Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR - 01-01-2024 District :- -Shivpuri PIU :- Shivpuri Package No. :- MP40901 Sl. No. Block Name of the Road Length in Km |
| 3 | Pohari Total Total Road Length 12.3 Amount of Construction Cost 57663000.0 Amount of Mantenance Cost 3363000.0 L825-Dhand To Kudain Baori 2.3 95.19 63.46 7.43 166.08 7.15 26.57 60/40 63.46 95.19 70.89 Total Amount of PAC 61026000.0 2 Shivpuri Karera MP40902 2025 - 2026 L828-badora road to madaiyan kasah 2.4 93.83 62.56 0.12 156.51 7.73 25.04 60/40 62.56 93.83 62.68 kudain baobri Madaiyan Kasaha rampura punawali furtala 3 Shivpuri Karera MP40902 2025 - 2026 L831-NH25 TO MANGALPURA VIA TODA RAMPURA 2.35 95.93 63.96 3.31 163.2 8.23 26.11 60/40 63.96 95.93 67.27 Sl. No. SOR .no. Description of item Unit Quantity Rate Amount Quantity Rate Amount Quantity Rate Amount Quantity Rate Amount Quantity Rate Amount 4 Shivpuri Karera MP40902 2025 - 2026 L827-DINARA PICHHORE ROAD TO PUNAWALI FURTALA |
| 4 | 1.6 A. Reference benchmark/working benchmark (As per drawing annex-I) per no 62.0 1103.0 68386.0 1103.0 0.0 1103.0 0.0 1103.0 0.0 1103.0 0.0 B. Reference piller (As per drawing annex-I) per no 246.0 642.0 157932.0 642.0 0.0 642.0 0.0 642.0 0.0 642.0 0.0 |
| 5 | 2.2 2.6 pcc cum 0.0 288.0 0.0 288.0 0.0 288.0 0.0 288.0 0.0 288.0 0.0 |
| 6 | 3.2 A. Construction of embankment with approved materials deposited at site from roadwaycutting and excavation from drain and foundation of other structures or from borrowarea graded by motor grader and compacted by using vibratory rollers of 80 to 100 kNstatic weight to meet requirement of Tables 300.1 and 300.2 as per TechnicalSpecification Clauses 301.3 & 301.5 including, watering rolling etc complete. cum 836.0 80.0 66880.0 80.0 0.0 80.0 0.0 80.0 0.0 80.0 0.0 3.3 A Construction of Embankment, subgrade & earthen shoulders with Material Obtained fromBorrow 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 removalof 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 vibratoryrollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2including all leads, etc. as per Technical Specification Clauses 301.3, 301.5, and 303. cum 41233.0 198.0 8164134.0 198.0 0.0 198.0 0.0 198.0 0.0 198.0 0.0 |
| 7 | 3.3 B Construction of embankment, subgrade & earthen shoulders with approved materialobtained from borrow pits i/c all leads and lift and removal of top soil if any, includingcost of land as a source of material, transporting to site, spreading, graded by motorgrader to required slope and compacting using vibratory rollers of 80 to 100 kN staticweight to meet requirement of Tables 300.1 and 300.2 including all leads, as per cum 20812.0 163.0 3392356.0 163.0 0.0 163.0 0.0 163.0 0.0 163.0 0.0 |
| 8 | 4.1 A Crushed stone materials cum 6519.375 1069.0 6969211.875 1069.0 0.0 1069.0 0.0 1069.0 0.0 1069.0 0.0 |
| 9 | 5.1 (i) Prime Coat with bitumen emulsion :- Providing and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as perTechnical Specification Clause 502 sqm 47643.75 52.0 2477475.0 52.0 0.0 52.0 0.0 52.0 0.0 52.0 0.0 |
| 10 | 5.2 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treatedwith primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. sqm 47643.75 17.0 809943.75 17.0 0.0 17.0 0.0 17.0 0.0 17.0 0.0 |
| 11 | 5.9 (ii) Bitumen (VG-30) sqm 47643.75 137.0 6527193.75 137.0 0.0 137.0 0.0 137.0 0.0 137.0 0.0 |
| 12 | 5.12 Case - II : Type B (ii) Bitumen (VG-30) sqm 47643.75 50.0 2382187.5 50.0 0.0 50.0 0.0 50.0 0.0 50.0 0.0 |
| 13 | 5.11 6.7 dlc cum 0.0 2716.0 0.0 2716.0 0.0 2716.0 0.0 2716.0 0.0 2716.0 0.0 |
| 14 | 9.1 A Ordinary soil 0.0 0.0 0.0 (i) Upto 1.5 m depth cum 1212.195 268.0 324868.26 268.0 0.0 268.0 0.0 268.0 0.0 268.0 0.0 (ii) 1.5 m to 3 m depth 0.0 0.0 0.0 0.0 0.0 (a) Add extra for dewatering where required cum 0.0 360.0 0.0 360.0 0.0 360.0 0.0 360.0 0.0 360.0 0.0 I Ordinary rock Upto 3 m depth Add extra for dewatering where required cum 0.0 450.0 0.0 450.0 0.0 450.0 0.0 450.0 0.0 450.0 0.0 III Hard rock (requiring blasting) cum 0.0 660.0 0.0 660.0 0.0 660.0 0.0 660.0 0.0 652.0 0.0 |
| 15 | 9.3 (B) 1000 mm dia M 70.0 5009.0 350630.0 5009.0 0.0 5009.0 0.0 5009.0 0.0 5009.0 0.0 60.0 (F) 600 mm dia M 0.0 1967.0 0.0 1967.0 0.0 1967.0 0.0 1967.0 0.0 1967.0 0.0 0.0 0.0 0.0 |
| 16 | 9.8 (E) NP2 Pipes 300 mm dia M 610.0 433.0 264130.0 433.0 0.0 433.0 0.0 433.0 0.0 433.0 0.0 (C ) NP2 Pipes 600 mm dia M 180.0 817.0 147060.0 |
| 17 | 10.1 (i) Hindi (Matras commas and the like not to be measured and paid for. Half letters shallbe counted as half only) per cmheightper 468.0 1.0 468.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 0.0 |
| 18 | 10.2 (i) Retro-Reflective Traffic signs more than 0.90 sqm size board each 12.96 5964.0 77293.44 5964.0 0.0 5964.0 0.0 5964.0 0.0 5964.0 0.0 (ii) Retro-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and placeidentification 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 withreflective border of 70 mm width and required message, letters, figures with reflectivetape 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 heightduly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to theground by means of properly designed foundations with M-15 grade cement concrete450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (A) 900 mm equilateral & triangle each 18.0 3695.0 66510.0 3695.0 0.0 3695.0 0.0 3695.0 0.0 3695.0 0.0 (B) 600 mm Circular each 12.0 3531.0 42372.0 3531.0 0.0 3531.0 0.0 3531.0 0.0 3531.0 0.0 (D) 600 mm x 450 mm rectangular each 12.0 3499.0 41988.0 3499.0 0.0 3499.0 0.0 3499.0 0.0 3499.0 0.0 |
| 19 | 10.12 (A) PMGSY Sign Board Providing and fixing of typical PMGSY informatory sign board with Logo as per MORDspecifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly weldedwith MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MSangle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flatiron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes postsduly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mmbelow ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mmof 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printingarrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality inrequired 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 14180.0 14180.0 14180.0 0.0 14180.0 0.0 14180.0 0.0 14180.0 0.0 (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 7.0 4366.0 30562.0 4366.0 0.0 4366.0 0.0 4366.0 0.0 4366.0 0.0 (c ) Construction of cement concrete PMGSY information board Construction of cement concrete PMGSY information board in CC 1:2.5:5 (M15) with skinreinforcement of 8 mm dia TMT bars @ 300 mm C/C both ways size (as per drawing annexure-ii) including excavation, base concrete (M-15), priming, painting two coats synthetic enamel paint onnew concrete surface including painting-figring Logo and Slogen including writing of allinformation about the road etc. complete. As directed by the Engineer incharge. each 0.0 10343.0 0.0 10343.0 0.0 10343.0 0.0 10343.0 0.0 10343.0 0.0 |
| 20 | 10.13 Rigid pavment each 1.0 19745.0 19745.0 |
| 21 | 10.6 A (i) 5th Kilometre Stone (precast) each 2.0 3756.0 7512.0 (ii) Ordinary Kilometer Stone (Precast) each 14.0 2203.0 30842.0 2203.0 0.0 2203.0 0.0 2203.0 0.0 2203.0 0.0 (iii) 200 m stone (precast) each 61.0 623.0 38003.0 623.0 0.0 623.0 0.0 623.0 0.0 623.0 0.0 |
| 22 | 10.14 A For 7.50 M Formation Width each 8.0 29400.0 235200.0 29400.0 0.0 29400.0 0.0 29400.0 0.0 29400.0 0.0 |
| 23 | 10.15 |
| 24 | 11.1 (i) Upto 1.5 m depth cum 0.0 268.0 0.0 268.0 0.0 268.0 0.0 268.0 0.0 268.0 0.0 |
| 25 | 11.1 I Ordinary rock Upto 3 m depth Add extra for dewatering where required cum 0.0 450.0 0.0 450.0 0.0 450.0 0.0 450.0 0.0 450.0 0.0 III Hard rock (requiring blasting) cum 0.0 652.0 0.0 652.0 0.0 652.0 0.0 652.0 0.0 652.0 0.0 a Add extra for dewatering where required cum 0.0 58.0 0.0 58.0 0.0 58.0 0.0 58.0 0.0 58.0 0.0 |
| 26 | 11.4 I P.C.C grade M 10 (i) Nominal mix 1:3:6 with 40 mm and down graded metal cum 139.657 4493.0 627478.901 4493.0 0.0 4493.0 0.0 4493.0 0.0 4493.0 0.0 |
| 27 | 11.4 II P.C.C grade M 15 (i) Nominal mix (1:2.5:5) with 40 mm and down graded metal cum 840.01 4526.0 3801885.26 4526.0 0.0 4526.0 0.0 4526.0 0.0 4526.0 0.0 |
| 28 | 11.7 0.0 |
| 29 | 12.1 I Granular material cum 136.0 818.0 111248.0 818.0 0.0 818.0 0.0 818.0 0.0 818.0 0.0 |
| 30 | 12.15 A Fixed end anchor bar each 0.0 603.0 0.0 603.0 0.0 603.0 0.0 603.0 0.0 603.0 0.0 B Free end anchor bar each 0.0 1192.0 0.0 1192.0 0.0 1192.0 0.0 1192.0 0.0 1192.0 0.0 |
| 31 | 12.16 |
| 32 | 13.1 I R.C.C grade M 20 For nominal mix 1:2:4 cum 0.0 5864.0 0.0 5864.0 0.0 5864.0 0.0 5864.0 0.0 5864.0 0.0 II R.C.C M 25 cum 0.0 6156.0 0.0 6156.0 0.0 6156.0 0.0 6156.0 0.0 6156.0 0.0 |
| 33 | 13.5 13.9 drainage spouts each 0.0 1651.0 0.0 1651.0 0.0 1651.0 0.0 |
| 34 | 13.16 III Providing and fixing 20 mm thick compressible fibre board in expansion joint completeas per drawing and technical specifications sqm 0.0 611.0 611.0 0.0 611.0 0.0 611.0 0.0 611.0 0.0 |
| 35 | 14.1 57662853.0 0.0 0.0 0.0 0.0 General Manager MPRRDA,PIU SHIVPURI 147.0 |
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 · 6 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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