Tender For Construction / Upgradation Of Rural Roads Under Pradhan Mantri Gram Sadak Yojna Including Maintenance For Five Year After Construction.
Tender Value
4.48 Crore
Estimated cost
Bid Submission
13 Jul 2026
5 days left
EMD
4.48 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
Umaria → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction / Upgradation Of Rural Roads Under Pradhan Mantri Gram Sadak Yojna Including Maintenance For Five Year After Construction.
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No. MP44909 (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 Umaria Annex-II A Bill of Quantity Details for the Percentage (%) Rate Tender Based on SSR 01/01/2024 District :- Umaria PIU :- Umaria Package No. :- MP44909 Sl. No. Block Name of the Road Length in Km |
| 3 | Pali Total Total Road Length 8.4 Amount of Construction Cost 42403000.0 Amount of Maintenance Cost 2474000.0 Total Amount of PAC 44877000.0 S.No. SOR No. DESCRIPTION OF ITEMS UNIT QUANTITY Pavement Work |
| 4 | 1.6 B. Reference piller (As per drawing annex-I) Per no 137.0 |
| 5 | 3.3(B) |
| 6 | 5.1(I) |
| 7 | 5.2(II) |
| 8 | 5.11(ii) |
| 9 | 9.8 (E ) (A) NP3 Pipes 600 mm dia RM 160.0 ( E ) NP2 Pipes 300 mm dia RM 80.0 |
| 10 | 10.12 |
| 11 | 10.12 |
| 12 | 10.13 |
| 13 | 10.2 A . 900 mm equilateral & triangle Each 4.0 B 600 mm Circular Each 8.0 C 800 mm x 600 mm rectangular Each 4.0 D 600 mm x 450 mm rectangular Each 4.0 E 600 mm equilateral & triangle Each 16.0 F 900 mm High Octagon Each 0.0 |
| 14 | 10.6 (A) ii) Ordinary Kilometer Stone (Precast) Each 14.0 iii) 200 m stone (precast) Each 33.0 |
| 15 | 14.10 |
| 16 | 10.14 |
| 17 | 11.1 (II) Ordinary rock (not requiring blasting)i. Upto 3 m depth Cum 163.82 i)in rock Upto 3 m depth Cum 52.71 iv)hard rock (not requiring blasting) Cum 35.15 |
| 18 | 11.4(i) |
| 19 | 10.16 |
| 20 | 13.16(iii) |
| 21 | 9.1 (A) (I) Ordinary Soil cum 548.1 (II) 1.5 to 3.0 MT Face wall cum 0.0 |
| 22 | 9.2 (II) cum 44.06 |
| 23 | 11.4 (I) Foundation Concrete cum 34.24 |
| 24 | 12.5 (II-i) Face wall Pipe In Casing Number Pillers Deduction of opening of pipe cum 464.15 |
| 25 | 12.6 For number of Pillers 8 mm Dia Ring 8 mm Dia @ 0.394 kg/m = 5.122 kg |
| 26 | 9.3 (B) 1000 mm dia RM 90.0 |
| 27 | 12.1 Below Face wall Granular material cum 465.16 |
| 28 | 7.5 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, cum 27.6 |
| 29 | 12.16 Sqm 6.72 1.2 Providing & Filling Annular Space Around Footing in Rock with Lean cement concrete M-10 nominal mix in foundation with crushed stone aggregate 40 mm nominal size and as per relevant clauses of sections 1500, 1700 and 2100. 23 Cum 23 |
| 30 | 12.5 12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 23 A PCC Grade M15 Cum 23 |
| 31 | B 12.7 Supplying, fixing and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 23 |
| 32 | 13.1 B R.C.C M 25 (i) For solid slab super-structure Cum 23 |
| 33 | 13.3 MT 23 13.6 Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500,centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 RM 23 |
| 34 | 12.1 (I) Granular Material 23 |
| 35 | 12.9 12.9 Nos. 179.0 |
| 36 | 13.16 Sqm 23 |
| 37 | 13.5 Cum 23 |
| 38 | 12.16 Sqm 6.72 General Manager MPRRDA PIU Umaria (M.P.) |
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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