Tender For Construction Of Additional Access Road Along With Construction Of 3 X 5 Meter Span Mini Bridge On Chakdaha Drain Between Pakdi Gosai And Pagra Padri From Rajapakad Karmaini Road Km. 0-4.
Tender Value
1.55 Crore
Estimated cost
Bid Submission
30 Sep 2026
8 days left
EMD
9.80 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kushi Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Additional Access Road Along With Construction Of 3 X 5 Meter Span Mini Bridge On Chakdaha Drain Between Pakdi Gosai And Pagra Padri From Rajapakad Karmaini Road Km. 0-4.
BOQ
| Sl. No. | Item Description |
| 1 | BRIDGE/BOX CULVERT WORKS Excavation of foundation in ordinary soil (Ioam clay or sand) including lift up to 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.as per S.I. No. 251.(excluding G.S.T.) |
| 2 | Construction of granular sub-base by providing Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. .(excluding G.S.T.) |
| 3 | 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.(excluding gst) |
| 4 | M30 Plain/Reinforced Cement Concrete in Sub structure Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing (excluding G.S.T.) |
| 5 | M30 Plain/Reinforced Cement Concrete in Super structure complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing(excluding G.S.T.) |
| 6 | M35 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M35 using batching plant transit mixer & Concrete pump.(excluding G.S.T.) |
| 7 | Providing and fabrication, transportation, storing, binding and fixing in position uncoated HYSD bar reinforcement in foundation all complete as per drawing and technical specification 1600, 2100. as per SI No 504.(excluding G.S.T.) |
| 8 | 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.(excluding gst) |
| 9 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification .(excluding G.S.T.) |
| 10 | PROTECTION AND SAFETY WORKS 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..(excluding G.S.T.) |
| 11 | Flexible Apron :Construction of flexible apron 1Mtr thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.(excluding G.S.T.) |
| 12 | Road Delineator:Providing and fixing of Standard Metal Delineator as per IRC 79-2019 consisting of minimum retro reflective unit exposed area of 330 square cm in white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67:2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20 degree and 30 degree, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer..(excluding gst) |
| 13 | Type-A, \\"W\\" Metal Beam Crash Barrier:Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810..(excluding G.S.T.) |
| 14 | Retro-reflectorised Traffic sign as per IRC-67-2012:Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. 80 mm x 60 mm rectangular with definition plate (20cm X 60cm)(excluding G.S.T.) |
| 15 | APPROACH AND ADDITIONAL APPROACH Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.(excluding G.S.T.) |
| 16 | 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.(excluding G.S.T.) |
| 17 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401.(excluding gst) |
| 18 | Providing, laying and spreading material on a prepared Sub grade adding cement @ 2% by weight to the spread material manually mixing in place Rotavator and compacting with the road roller at OMC to achieve the desired unconfined Compressive strength and to form a Layer of Sub Base.(excluding gst) |
| 19 | Providing, laying and spreading material on a prepared Sub Base, cement @ 4% by weight to the spread material manually mixing in place Rotavator and compacting with the road roller at OMC to achieve the desired unconfined Compressive strength and to form a Layer of Base.(excluding G.S.T.) |
| 20 | Providing and applying tack coat with Bitumen grade using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & Cleaned with Hydraulic broom as per Technical Specification Clause 503(excluding G.S.T.) |
| 21 | Providing, laying and rolling for open - graded premix surfacing of 20 mm thickness, composed of 13.2 mm gauge to 5.6 mm gauge 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, or in mixol laying and rolling with a smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades as per technical specification clause 508.. .(excluding G.S.T.) |
| 22 | Providing and laying seal coat by Manual means with Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.(excluding G.S.T.) |
| 23 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(excluding G.S.T.) |
| 24 | 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..(excluding G.S.T.) |
| 25 | HPC 1000 MM DIA 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.(excluding G.S.T.) |
| 26 | Plain cement concrete 1:3:6 Nominal mix in foundion with crushed aggregate 40 mm nominal size in foundaction as per SI No.279(excluding G.S.T.) |
| 27 | Providing and laying 40 mm gauge Stone ballast in side of hume pipe .(excluding G.S.T.) |
| 28 | First class Brick masonry work with class 150 in 1:4 in Cement and Core sand in foundation and plinth as per SI no.-305.(excluding G.S.T.) |
| 29 | Struck pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 fine FM on brick work as per SI no. 574(excluding G.S.T.) |
| 30 | Supply of 900 NP-3 hume pipes(excluding G.S.T.) |
| 31 | Backfilling from local sand in foundation trenches as per drawing and technical specification Clause 1108.(excluding G.S.T.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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