Tender For Construction Of Reinforced Cement Concrete Culvert Over Dawaradah Nala (Tola Gedura, Udaypur) Village-Mudkhud Panchayat-Udaypur Under Ramkanda Block Of Garhwa District.
Tender Value
86.71 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
4 days left
EMD
1.73 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 Over Dawaradah Nala (Tola Gedura, Udaypur) Village-Mudkhud Panchayat-Udaypur Under Ramkanda Block Of 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 | Ordinary rock (not requiring blasting) 40% |
| 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M15 |
| 5 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsRCC Grade M20 Height upto 5m |
| 6 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20. Height 5m to 10 m |
| 7 | Furnishing and Placing reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25For solid slab super-structure.Height 5m to 10m |
| 8 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M25For solid slab super-structureHeight 5m to 10m |
| 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. |
| 10 | Providing weep holes in Brick masonry/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 |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 12 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 13 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 14 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 15 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy Material |
| 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. |
| 17 | Earth work in excavation of foundation of structures as per drawing and technical specification, including seting out , construction of shoring and bracing, removal of stumps and other deterious matter dressing of sides and bottom and backfilling with approved material |
| 18 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, Material carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Rate per cum for grading-I (1st layer) |
| 19 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Rate per cum for grading-II (2nd Layer) |
| 20 | 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. |
| 21 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 22 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of 25 x 25 x 3 mm angle mounted on a mild steel circular pipe 65 nb ,3.2 mm thickness firmly fixed to the ground by means of properly desined foundation with m25 grade cement concrete 45 cm x 45 cm x 60 cm ,60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67 |
| 23 | 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. |
| 24 | Sand Filling in foundation trenches as per drawing & technical specification |
| 25 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. For levelling course |
| 26 | Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15 |
| 27 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed) |
| 28 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Random Rubble Masonry (Coursed/uncoursed) |
| 29 | Providing weep holes in stone masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 30 | Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 31 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l . 1/3rd Qty of item no.1 (Mode of measurement compacted volume). 5.1.7 |
| 32 | Carriage cost of Material (a) Cement |
| 33 | (b) Sand |
| 34 | (c ) Steel |
| 35 | (d) Stone Chips |
| 36 | (e ) Stone Metal |
| 37 | (f) Stome dust |
| 38 | (f ) Stone boulder |
| 39 | Add For GST @ 18% |
| 40 | Labour Cess @ 1% |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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