Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under Upgradation
Tender Value
10.59 Crore
Estimated cost
Bid Submission
13 Jul 2026
5 days left
EMD
10.59 Lakhs
Bank guarantee accepted
Document Fee
35400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anuppur → 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
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No.MP46901 (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-Anuppur Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 01-01-2024 District :-Anuppur PIU :- Anuppur, Package No. :- MP46901 Sl. No. Block Name of the Road Length in Km |
| 3 | Kotma |
| 4 | Kotma |
| 5 | Kotma |
| 6 | Kotma |
| 7 | Kotma |
| 8 | Kotma Total Total Road Length 18.7 Amount of Construction Cost 100560000.0 Amount of Mantenance Cost 5429000.0 Total Amount of PAC 105989000.0 Sl. No. SOR .no. Description of item Unit Quantity Rate Qty Total Amt L021-BELHATOLA TO KESHORI L027-SIGUDI PMGSY ROAD TO BAIGADABRA L025-KHAMRODH PMGSY ROAD TO TIKAITOLA L024-BENIBAHRA PMGSY ROAD TO KERHATOLA L022-BENIBAHRA PMGSY ROAD TO DONGRITOLA L023-CHHULHA PMGSY ROAD TO KALDHAWA Total Qty Total Amt 0.0 0.0 0.0 0.0 0.0 0.0 |
| 9 | 1.6 A. Reference benchmark/working benchmark (As per drawing annex-I) Per no 100.0 1103.0 100.0 100.0 110300.0 20.0 30.0 12.0 15.0 7.0 16.0 100.0 110300.0 22060.0 33090.0 13236.0 16545.0 7721.0 17648.0 B. Reference piller (As per drawing annex-I) Per no 328.0 642.0 328.0 328.0 210576.0 68.0 107.0 37.0 45.0 13.0 58.0 328.0 210576.0 43656.0 68694.0 23754.0 28890.0 8346.0 37236.0 |
| 10 | 2.3 (iii) Girth above 900 mm to 1800 mm Each 0.0 544.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 11 | 2.5 (A) PCC cum 0.0 544.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (B) RCC cum 0.0 1464.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 12 | 2.7 (B) Above 600 mm to 900 mm dia Hume pipe M 0.0 316.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 © Above 900 mm dia Hume pipe M 0.0 541.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 13 | 3.2(A) |
| 14 | 3.5(i) |
| 15 | 3.6 (i) |
| 16 | 3.3(B) |
| 17 | 3.3(A) |
| 18 | 4.1(A) |
| 19 | 4.8 5.11 Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507Type B (II) Bitumen (VG-30) 13132.5 149.0 13133.0 13133.0 1956817.0 13132.5 0.0 13132.5 1956742.5 1956742.5 0.0 0.0 0.0 0.0 0.0 |
| 20 | 5.1(i) |
| 21 | 5.2 (iii) |
| 22 | 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 23 | 5.9(A) (ii) |
| 24 | 6.5 Providing and laying half round reinforced cement concrete pipe Np2 type conforming to IS 458-2003 for drains in single row including joint filling with cement mortar 1:2 as per clause 1101.5 but excluding excavation,bedding, protection works, backfilling etc. complete.(C) NP2 Pipes 600 mm dia RM 0.0 503.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 25 | 6.11 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 admixtures as approved, curing of concrete slabs for 14-days, MORD 2014 Clause no. 1501.8. Cum 275.2 5747.0 275.0 275.0 188.3 86.91 275.2 1581574.4 0.0 0.0 1082160.1 499471.77 0.0 0.0 6.10 (i) Filling of Contraction Joint with bitumenus sealant using bitumenus primer bitumenus sealant and Jute rope 4mm dia (i/c 5% wastage) RM 5130.0 45.0 5130.0 3510.0 1620.0 5130.0 230850.0 0.0 0.0 157950.0 72900.0 0.0 0.0 |
| 26 | 6.12 (II) For 20 cm thick CC Slab (Running meter of Joint) RM 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (IV)For 12.5 cm thick CC Slab (Running meter of Joint) RM 5130.0 16.0 5130.0 5130.0 3510.0 1620.0 5130.0 82080.0 0.0 0.0 56160.0 25920.0 0.0 0.0 (IV)For 15 cm thick CC Slab (Running meter of Joint) RM 0.0 18.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 27 | 9.1 (A) (II) 1.5 m to 3 m depth Cum 51.9 360.0 52.0 52.0 18720.0 14.822 22.233 7.411 7.411 51.9 18684.0 5335.92 8003.88 0.0 0.0 2667.96 2667.96 |
| 28 | 11.4(I) |
| 29 | 11.4(II) 11.4 (III) P.C.C. grade M 20 (i) Nominal mix (1:2:4) with 40 mm and down graded metal Cum 0.0 4875.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 30 | 10.1 (i) Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) per cm height per letter 46750.0 1.0 46750.0 9625.0 14375.0 5625.0 6750.0 2875.0 7500.0 46750.0 46750.0 9625.0 14375.0 5625.0 6750.0 2875.0 7500.0 |
| 31 | 10.12(A) |
| 32 | 10.12(B) |
| 33 | 10.12(C) |
| 34 | 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 12.0 19745.0 12.0 12.0 236940.0 2.0 2.0 2.0 2.0 2.0 2.0 12.0 236940.0 39490.0 39490.0 39490.0 39490.0 39490.0 39490.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 35 | 10.2(ii) A 900 mm equilateral & triangle Each 72.0 3695.0 72.0 72.0 266040.0 12.0 12.0 12.0 12.0 12.0 12.0 72.0 266040.0 44340.0 44340.0 44340.0 44340.0 44340.0 44340.0 B 600 mm Circular Each 48.0 3284.0 48.0 8.0 8.0 8.0 8.0 8.0 8.0 48.0 157632.0 26272.0 26272.0 26272.0 26272.0 26272.0 26272.0 C 800 mm x 600 mm rectangular Each 24.0 3531.0 24.0 24.0 84744.0 4.0 4.0 4.0 4.0 4.0 4.0 24.0 84744.0 14124.0 14124.0 14124.0 14124.0 14124.0 14124.0 D 600 mm x 450 mm rectangular Each 6.0 4014.0 6.0 6.0 24084.0 1.0 1.0 1.0 1.0 1.0 1.0 6.0 24084.0 4014.0 4014.0 4014.0 4014.0 4014.0 4014.0 E 600 mm equilateral & triangle Each 66.0 3219.0 66.0 11.0 11.0 11.0 11.0 11.0 11.0 66.0 212454.0 35409.0 35409.0 35409.0 35409.0 35409.0 35409.0 F 900 mm High Octagon Each 0.0 4455.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 36 | 10.6 (A) i) 5th Kilometre Stone (precast) Each 1.0 3756.0 1.0 1.0 1.0 1.0 3756.0 0.0 3756.0 0.0 0.0 0.0 0.0 ii) Ordinary Kilometer Stone (Precast) Each 27.0 2203.0 27.0 27.0 5.0 7.0 4.0 4.0 3.0 4.0 27.0 59481.0 11015.0 15421.0 8812.0 8812.0 6609.0 8812.0 iii) 200 m stone (precast) Each 74.0 623.0 74.0 74.0 16.0 22.0 9.0 11.0 4.0 12.0 74.0 46102.0 9968.0 13706.0 5607.0 6853.0 2492.0 7476.0 |
| 37 | 10.15 On Curve Section Sqm 0.0 638.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.16 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 Sqm 27.0 20.0 27.0 4.5 4.5 4.5 4.5 4.5 4.5 27.0 540.0 90.0 90.0 90.0 90.0 90.0 90.0 |
| 38 | 10.14(A) For 7.50 M Formation Width Each 25.0 29400.0 25.0 25.0 4.0 5.0 4.0 4.0 4.0 4.0 25.0 735000.0 117600.0 147000.0 117600.0 117600.0 117600.0 117600.0 |
| 39 | 10.2 Providing & fixing of road stud 100x100mm, diecastin aluuminium, resistant to corrosive effect of salt and grill, fitted with lensreflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded ina suitable bituminous groutor epoxy mortar, all as per BS:873. (with written permission of regional CGM) RM 0.0 340.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 40 | 10.22 Providing & fixing in position red retro reflective tape 40-50 mm wide of approved quality at trees, eclectic poles, CD / Bridge parapet etc or any type of hindrance / obstructions. The tape should be fixed preferably at 1 m above ground level {(i). with minimum three rounds in bands with spacing 150 mm to 200 mm c/c (ii) or in shape of straight strips with spacing 150 mm to 200 mm c/c} as per requirement and direction of engineer incharge. RM 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 41 | 9.8 (E) (E)NP2 Pipes 300 mm dia RM 188.0 433.0 188.0 188.0 100.0 24.0 16.0 24.0 24.0 188.0 81404.0 43300.0 10392.0 6928.0 0.0 10392.0 10392.0 (A) NP3 Pipe 600 MM DIA RM 128.0 1680.0 128.0 128.0 100.0 8.0 4.0 8.0 8.0 128.0 215040.0 168000.0 13440.0 6720.0 0.0 13440.0 13440.0 |
| 42 | 9.2(II) |
| 43 | 11.1(I) (ii) 1.5 m to 3 m depth Cum 0.0 360.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 II Ordinary rock (not requiring blasting) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Upto 3 m depth Cum 322.4 450.0 322.0 83.79 140.42 76.18 22.05 322.4 145080.0 37705.5 63189.0 34281.0 9922.5 0.0 0.0 IV Hard rock (blasting prohibited) Cum 103.2 471.0 103.0 58.33 30.21 14.7 103.2 48607.2 0.0 27473.43 14228.91 6923.7 0.0 0.0 |
| 44 | 9.3(B) ProvidingandlayingISImarkreinforcedcementconcretehumepipeNP3forculvertsonfirstclassbeddingofgranularmaterialinsinglerowincludingjointingwithcementmortar1:2butexcludingexcavation,protectionworks,backfilling,bedding,concreteandmasonryworks in head walls and parapets Clause 1101.6(B) 1000 mm dia M 292.5 5009.0 293.0 293.0 60.0 135.0 15.0 30.0 15.0 37.5 292.5 1465132.5 300540.0 676215.0 75135.0 150270.0 75135.0 187837.5 |
| 45 | 12.5 (i) PCC Grade M-10 (Nominal mix (1:3:6)) Cum 30.2 4493.0 30.0 30.0 30.209 30.2 135688.6 0.0 0.0 135729.037 0.0 0.0 0.0 (ii) PCC Grade M-15 (Nominal mix (1:2.5:5)) Cum 2676.6 4787.0 2677.0 2677.0 321.884 1341.198 494.932 285.249 53.019 180.306 2676.6 12812884.2 1540858.708 6420314.826 2369239.484 1365486.963 253801.953 863124.822 IV R.C.C grade M 20 Cum 31.4 5375.0 31.0 18.143 8.669 4.586 31.4 168775.0 0.0 97518.625 46595.875 24649.75 0.0 0.0 |
| 46 | 9.1 (I) Ordinary soil, i. Upto 3 m depth cum 0.0 360.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (II) Ordinary rock (not requiring blasting)i. Upto 3 m depth cum 0.0 450.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 47 | 12.11 |
| 48 | 12.16 |
| 49 | 13.16 (III) |
| 50 | 13.9 Behind Abutment cum 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 51 | 7.41/ III |
| 52 | 7.41/ IV |
| 53 | 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 87.6 5926.0 88.0 314469896.0 17.8 40.5 4.6 9.2 4.3 11.2 87.6 519117.6 105482.8 240003.0 27259.6 54519.2 25481.8 66371.2 100556495.0 18282715.0 34563625.0 13332403.0 14290309.0 6437803.0 13652422.0 Total CD Work Total of Pavment work Lacs 80824000.0 Total of CD work Lacs 19736000.0 Grand Total Pavements, and CD works Lacs 100560000.0 Maintenance S.NO Length (T-5 To T-9) For Road Width 7.50 m Rate / km Amount Year CD cist BT CC |
| 54 | 16.42 2.28 31660.0 72185.0 410000.0 0.65 0.5 2.9 |
| 55 | 16.42 2.28 31660.0 72185.0 2148000.0 2.25 0.45 8.03 |
| 56 | 16.42 2.28 31660.0 72185.0 1892000.0 3.4 0.45 11.8 |
| 57 | 16.42 2.28 31660.0 72185.0 |
| 58 | 16.42 2.28 31660.0 72185.0 Total 5429000.0 0.0 S.NO Length (T-9 To above) For Road Width 9.00 m. Rate/ km Amount Year |
| 59 | 0.0 Total Total - Work + Maintenance - PAC Rs. 105989000.0 54.29085 Total - GST Rs. 19078020.0 Total - Work + Maintenance + GST - PAC Rs. 125067020.0 1005.6 Note :- 54.29 1.0 If the static roller is used in place of vibratory roller the deduction will be made as per the following:- 1059.89 a. Embankment and subgrade @ Rs 7.00 / cum 1250.6702 b. Granular -Sub base @ Rs 8.00 / Cum. 2.0 If Motor grader is not used the deduction will be made as per following :- a. Embankment and subgrade @ Rs 6.00 / cum b. Granular -Sub base @ Rs 24.00/ Cum. 3.0 If Tractor mount grader more than 65 HP ( 6 Wheel - 4 Wheel ) is used in place of motor grader the deduction will be made as per the following:- a. Embankment and subgrade @ Rs 3.00 / cum b. Granular -Sub base @ Rs 12.00 / Cum. 4.0 The nomenclatures of items in BOQ are as per Standard Schedule Of Rates, issued by MPRRDA Rates quoted against an item where quantity is zero , will be of no consequence. If such items to be executed subsequently it will be an extra item. General Manager MPRRDA, PIU Anuppur |
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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