Tender For Bridge & Culvert Repair On Different Roads Under Khurai Sub Division Pac 49.90 Lakh
Tender Value
49.90 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
11 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 Bridge & Culvert Repair On Different Roads Under Khurai Sub Division Pac 49.90 Lakh
BOQ
| Sl. No. | Item Description |
| 1 | BRIDGE & CULVERT REPAIR ON DIFFERENT ROADS UNDER KHURAI SUB DIVISION PAC 49.90 LAKH Please Enable Macros to View BoQ information NIT Schedule for Bridge & Culvert Repair on Different Roads Under Khurai Sub Division (S.O.R. ROAD AND BRIDGE WITH EFFECT FROM 11.04.2025) Annexure-G PAC Rs. 49.9 Lakh S NO ITEM OF WORK QUANTITY RATE UNIT AMOUNT |
| 2 | 9.1 PCC M-15 in Foundation Plain 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 |
| 3 | 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. B 1000 mm dia |
| 4 | 9.3 Providing and Laying Reinforced Cement Concrete Pipe NP 4 /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. B 1000 mm dia |
| 5 | 9.6 Providing concrete craddle bedding in M-15 grade concrete as per clause 2900 and as per section 1700 and 2900. |
| 6 | 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. |
| 7 | 12.1 Excavation for Structures Earth 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 as per relevant clauses of section 300 & 2100 in I Ordinary soil (including back filling with approved material) (i) Depth upto 3 m (ii) Depth 3 m to 6 m 250.0 87.0 cum 21750.0 |
| 8 | 12.3 Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. |
| 9 | 12.6 Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. ( i ) Concrete with plant (Drum Type) and placing PCC Grade M15 PCC Grade M20 60.0 4083.0 cum 244980.0 |
| 10 | 12.33 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. FE 500 |
| 11 | 16.9 Curtain wall complete as per drawing and Technical specification A Stone masonry in cement mortar (1:3) B Cement concrete Grade M15 60.0 5651.0 cum 339060.0 |
| 12 | 3.13 Embankment/ Sub Grade Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section300. |
| 13 | 4.2 Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (i) For 53 mm maximum size |
| 14 | 2.3 Dismantling of Structures Dismantling 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 up to 1000 meters. (iii) Dismantling Stone Masonry B Rubble stone masonry in cement mortar (i) B Cement Concrete Grade M-15 & M-20 15.0 628.0 cum 9420.0 (ix) Removing all type of Hume pipes and stacking within a lead of 1000 meters including earthwork and dismantling of masonry works. A Up to 600 mm dia 15.0 334.0 Rmt 5010.0 C Above 900 mm 15.0 532.0 Rmt 7980.0 |
| 15 | 16.4 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 |
| 16 | 17.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead up to 1000m (Thickness 75 mm) |
| 17 | 14.11 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 admixtures 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 |
| 18 | 16.7 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. C Cement Concrete Grade M15 |
| 19 | 13.9 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided behind entire surface after abutment, return wall and wing wall to the full height compacted to a firm condition complete as per drawing and technical specification. Total 4989678.0 Say, Rs. 49.9 Lakhs Sub Engineer Sub Divisional Officer Executive Engineer PWD Sub Division Khurai PWD(B&R) Sagar Division Sagar |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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