Tender For Construction Of Reinforced Cement Concrete Culvert In Bhansidhar Nagar Utari Nagar Panchyat In Village Raksha (Back Of Ashram) Block- Nagar Untari Under Garhwa District.
Tender Value
79.04 Lakhs
Estimated cost
Bid Submission
03 Aug 2026
15 days left
EMD
1.58 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Garhwa → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Culvert In Bhansidhar Nagar Utari Nagar Panchyat In Village Raksha (Back Of Ashram) Block- Nagar Untari Under Garhwa District.
BOQ
| Sl. No. | Item Description |
| 1 | Please Enable Macros to View BoQ information |
| 2 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil, Upto 3.0 m depth. 3.13 I A (i) |
| 3 | Ordinary rock (not requiring blasting) 40%. 3.13 A (ii) |
| 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15. '12.8 A |
| 5 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20 Height upto 5m. 13.5 E (p) |
| 6 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20 Height 5m to 10 m. 13.5 E (q) |
| 7 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 For solid slab super-structure Height 5m to 10m. Deck slab. 14.1 |
| 8 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 For solid slab super-structure Height 5m to 10m. Deck slab wearing coat. 14.1 |
| 9 | costruction of railling of M-30 grade in-situ with 20mm nominal size aggregate true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, center to center specing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, coplete as per approved drawing and technical specification. 14.7 |
| 10 | Providing weep holes in Brick sonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications. 13.8 |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. '13.6 |
| 12 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. 14.10 |
| 13 | Reinforced cement concrete M25 in approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.11 |
| 14 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . 14.2 |
| 15 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy Material. 13.9 |
| 16 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Rolling with vibratory roller. DIVERSION. 3.16 |
| 17 | Providing coarse clean sand filling in foundation tranches or in plinth including ramming and watering in layers not execeeding 150 mm thick with all leads and lift including cost of all materials, labours, royalty and all taxes as per building specification and direction of E/I. 5.1.10 |
| 18 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. 5.6.1 |
| 19 | Providing and laying PCC or RCC M-150 with nominal mix of (1:2:4) in in foundation with approved quality of 20mm graded coarse aggregate of required F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc. complete job as per specification and direction of E/I. 5.3.1.2 |
| 20 | 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 and backfilling with approved material.) Ordinary soil, Upto 3.0 m depth. 3.13 I A (i) |
| 21 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. 15.1 |
| 22 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15. 12.8A |
| 23 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry. 12.7B |
| 24 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry. 13.4A |
| 25 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20 Height upto 5m. 13.5 E (p) |
| 26 | Providing weep holes in Brick asonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications. 13.8 |
| 27 | Providng 25mm thick C.P. (1:4) with approved quality of sand of requisite FM washed and screened including curing, scaffaolding wherever necessary and its removal, royalty and all taxes etc. all complete job as per specification and direction of E/I. 5.7.12 BCD |
| 28 | Earth work in filling of foundation tracnches and back filling of flank in layer not exceding 150mm thick well watered rammed and compacted and finely dressed with suitable earth obtained from excavaion trenches and placed in a suitable profile within a lead of 30M and lift 1.5M complete job as per specification and direcation of E/I. (6.1.16) |
| 29 | (i) Cement |
| 30 | (ii) Sand |
| 31 | (iii)Brick |
| 32 | (iv) Stone Chips |
| 33 | (v). Steel |
| 34 | (Vi) Boulder |
| 35 | Add For GST @ 18% |
| 36 | Labour Cess @ 1% |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysAug 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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