Tender For Repair And Maintanance Work Of Culverts And Bridges Under Pwd Sub Dn Rehli Pac 49.97 Lakh
Tender Value
49.97 Lakhs
Estimated cost
Bid Submission
10 Nov 2026
6 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sagar → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair And Maintanance Work Of Culverts And Bridges Under Pwd Sub Dn Rehli Pac 49.97 Lakh
BOQ
| Sl. No. | Item Description |
| 1 | REPAIR AND MAINTANANCE WORK OF CULVERTS AND BRIDGES UNDER PWD SUB DN REHLI PAC 49.97 LAKH Please Enable Macros to View BoQ information ANNEXURE-G NIT SCHEDULE FOR THE REPAIR AND MAINTANANCE WORK OF CULVERTS AND BRIDGES UNDER PWD SUB DN REHLI SAGAR MP The Rates are provided as per S.O.R. Issued by Engineer-in-Chief M.P.P.W.D., Bhopal w.e.f. 11-04-2025 for road & for Bridge work PAC RS- 49.97 lakhs S.No. SOR Item no./ Description of Item Qty Unit Rate Amount |
| 2 | 9.2-Providing and Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. a) 600 mm Dia 10.0 RM 4250.0 42500.0 |
| 3 | 2.3 Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood, steel, 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 upto 1000 metres. Total 20.0 Cum 628.0 12560.0 |
| 4 | 2.3 (ix) Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. A Up to 600 mm dia 0.0 0.0 metre 334.0 0.0 B Above 600 mm to 900 mm dia 0.0 0.0 metre 433.0 0.0 C Above 900 mm 2 Row 0.0 0.0 3 Row 0.0 0.0 VCW 1 X 1000 MM DIA 0.0 0.0 VCW 3 X 1000 MM DIA 0.0 0.0 VCW 4 X 1000 MM DIA 0.0 0.0 VCW 5 X 1000 MM DIA 0.0 0.0 10.0 metre 532.0 5320.0 |
| 5 | 2.5- Dismantling of Cement Concrete PavementDismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling Serviceable material at designated locations and disposal of unserviceable materials up to a lead of 1000 metres, |
| 6 | 6.1 Dry Lean Cement Concrete Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. 20.0 cum 2712.0 54240.0 |
| 7 | 6.2-Deduct from Item No.6.1 above if paver finisher with electronic sensor, vibratory roller are not used and laying, compaction is done by any other method.(The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) .Note:-This item is to be executed with prior written permission from the C.E. 20.0 cum -300.0 -6000.0 |
| 8 | 6.3 - Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cement concrete pavement with M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed ina batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. 50.0 cum 5769.0 288450.0 |
| 9 | 6.5 Deduct from Item No.6.3 & 6.4 above if paver with electronic sensor is not used and laying, compaction is done by any other method (The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) 50.0 cum 800.0 40000.0 |
| 10 | 6.8 Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. I) Mild steel confirming to IS: 432:1982 32 mm dia @4.5 m Joint spacing and at 300mmC/C 450 mm in length 1.0 MT 57734.0 57734.0 |
| 11 | 6.15- Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement. (i) 300 mm Dia 10.0 SQM 850.0 8500.0 |
| 12 | 12.1 Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in I Ordinary soil ( including back filling with approved material) (i) Depth upto 3 m 300.0 Cum 79.0 23700.0 II Ordinary rock (not requiring blasting) (ii) Depth upto 3 m 200.0 Cum 239.0 47800.0 IV Hard rock (blasting Prohibited ) 50.0 Cum 1030.0 51500.0 Recovery of Hard Rock 50.0 Cum -100.0 -5000.0 |
| 13 | 9.1 PCC M-15 in FoundationPlain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409. 40.0 Cum 4225.0 169000.0 |
| 14 | 9.8 Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900. Total 200.0 Cum 4425.0 885000.0 |
| 15 | 9.2 Laying Reinforced Cement Concrete Pipe NP4 /prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. A 1000 mm dia 20.0 metre 6732.0 134640.0 |
| 16 | 9.3 Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in Double row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in Double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. A 1000 mm dia 10.0 metre 13621.0 136210.0 |
| 17 | 9.4 Providing and Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding ofgranular material (cost of bedding included) in triple rowincluding fixing collar with cement mortar 1:2 but excludingexcavation, protection works, backfilling, concrete andmasonry works in head walls and parapets and as per relevantclauses of section-2900. A 1000 mm dia 10.0 metre 23196.0 231960.0 FOUNDATION |
| 18 | 12.3-Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. 10.0 Cu.m. 4225.0 42250.0 |
| 19 | Provdiing and laying Plain/Reinforced cement concrete inopen foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . B PCC M20 Concrete with plant (Drum Type) and placing 100.0 Cu.m 4083.0 408300.0 E RCC M-25 Concrete with plant (Drum Type) and placing 30.0 Cu.m 4648.0 139440.0 |
| 20 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. 0.5 MT 67252.0 33626.0 SUBSTRUCTURE |
| 21 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications B PCC Grade M-20 Concrete with plant (Drum Type) and placing i) Hight Up to 5m 100.0 Cu.m 4395.0 439500.0 F RCC Grade M-25 Concrete with plant (Drum Type) and placing Pier 50.0 Cu.m 4946.0 247300.0 |
| 22 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600 0.5 MT 67395.0 33698.0 SUPER STRUCTURE |
| 23 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in B RCC Grade M 30, a) Concrete with plant (Drum Type) and placing (i) (i) Solid Slab 1 Height up to 5 m 20.0 Cu.m 5475.0 109500.0 |
| 24 | Supplying, fitting and placing HYSD bar reinforcement in super -structure complete as per drawing and technical specifications Total = 0.5 MT. 67538.0 33769.0 |
| 25 | Providing and laying Cement concrete wearing coat 75 mm thick with M-30 grade concrete with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 19 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with static paver,spread, compacted and finished with power trowel in a continuous operation including provision of dmixtures as approved, curing compound, finishing to lines and grades as per drawing but including cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications. 20.0 Cu.m 10517.0 210340.0 |
| 26 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78. 250.0 Cu.m 771.0 192750.0 |
| 27 | Providing and laying of Filter media with granularmaterials/stone crushed aggregates satisfying the requirementslaid down in clause 2504.2.2 of MoRTH specifications to athickness of not less than 600 mm with smaller size towards thesoil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the fullheight compacted to a firm condition complete as per drawingand technical specification 50.0 Cu.m 871.0 43550.0 |
| 28 | Providing weep holes in brick masonry/plain/reinforced comcrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V : 20 H towards drawings foce.Complete as per drawing and technical specification. 10.0 Rm. 174.0 1740.0 14.24(ii) Filler joint (ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification 10.0 Rm. 405.0 4050.0 |
| 29 | Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398. 20.0 Sqm 48.0 960.0 |
| 30 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700. 10.0 Cum 5651.0 56510.0 |
| 31 | Reinforced cement concrete approach slab (Gard of concrere M 30) including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications. 25.0 Cu.m 6672.0 166800.0 |
| 32 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A Stone/Boulder 200.0 Cum 2351.0 470200.0 |
| 33 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification High Embankment slope 100.0 Cum 1591.0 159100.0 GRAND TOTAL 4997417.0 SAY RS 49.97 SUB ENGINEER SDO EXECUTIVE ENGINEER PWD SUB DN REHLI PWD SUB DN REHLI PWD DN-1 SAGAR |
AI Tender Summary
Tender Timeline
Oct 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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