Tender For From The Left Side Of Km-3 Of Mathura Ghat Link Road From Mathura Bazaar To Sadhupurwa Link Road Via Pakreila Road.
Tender Value
2.12 Crore
Estimated cost
Bid Submission
22 Sep 2026
9 days left
EMD
12.64 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gonda → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for From The Left Side Of Km-3 Of Mathura Ghat Link Road From Mathura Bazaar To Sadhupurwa Link Road Via Pakreila Road.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Embankment with approved material obtained from borrow pits with all lifts upto 1.50 m tramsporting to site, spreading, grading to required stope and compacted to meet requirement of Table 300.1 and 300.2b with lead upto 1000bm as per Technical Specification Clause 301.50 |
| 2 | Providing, laying and sperading Material on a prepared sub grade, adding cement @2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base |
| 3 | Providing, laying, spreading on a prepared sub base, cement@4% by weight to the spread material manully mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. |
| 4 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per SQM on the surface treated with primer cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 5 | Providing, laying and rolling of open-graded premix carpet of 20 mm average thickness composed of 13.2 mm to 5.6 mm aggregates VG 10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. |
| 6 | Providing and laying seal coat 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. |
| 7 | Construction of granular sub-base by providing well 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 Technical Specification Clause 401. |
| 8 | Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, Type B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 9 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete, thickness as per design, over a preapared subbase, with 43 grade cement or only other type as per clause 1501.2.2 M.30 (Grade), coarse and fine aggregate not exceeding 25 mm, mixed in a concrete mixture of not less than 0.2 cum capacity and appropriate weight bactcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtyres as approved, curing of concrete slabs for 14-days, |
| 10 | Construction of Embankment with approved material obtained from borrow pits with all lifts upto 1.50 m tramsporting to site, spreading, grading to required stope and compacted to meet requirement of Table 300.1 and 300.2b with lead upto 1000bm as per Technical Specification Clause 301.50 ( Excluding Royaltiy) |
| 11 | Constuction of Culvert :Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m. (5fts.) and lead upto 30m. (100fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches. As per SI No. 251 |
| 12 | Providing and laying Cement concrete 1:4:8 (1 cement : 4 fine sand : 8 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. as per SI No. 281 |
| 13 | Providing and laying dry brick ballast (O.B.B.) under and half round of the pipe including cost of all materials T&P etc complete. |
| 14 | First Class brick work in 1 : 4 cement and course sand in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. As per SI no 305(b) |
| 15 | Stuck pointing in 1:2 cement and fine sand mortar on brick work including supply of all materials, labour and T and P etc Requuired for proper completion of work as per S.I No. 574. |
| 16 | Concrete with 20 mm gauge approved stone grits in the proportion of 1:2:4 including supply of all materials labours and T&P etc. Required for completion of the work as per S.No. 279(B). |
| 17 | 12mm thick plaster with cement mortar with cement and coarse sand of mortar in 1:4 SI.No. 584 |
| 18 | Supply & laying of 600 mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 19 | Supply & laying of 1000 mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 20 | Colour washing one coat, using approved colouring materials of buff, blue, grey or brown shade, including supply of all materials, labour and T&P etc. required for proper completion of the work. (Two Coat) |
| 21 | Lettering and painting of culvert no. Plate 30x30cm of standard size with two coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of all materials, labour T&P etc. complete. |
| 22 | Construction of 2x1000 mm dia. NP3 Single Row Hume PipeE/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251 |
| 23 | 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. |
| 24 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 25 | Pointing with cement mortar (1:3 ) on brick work in substructure & Super Structure as per Technical Specifications |
| 26 | Supply & Laying of NP3 hume pipe including fixing of collar with 1:2 cement mortar as per MORD/ MORTH specification |
| 27 | 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. |
| 28 | Plain cement concrete 1:4:8 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. |
| 29 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 30 | Brick work with 1:3 c/cs |
| 31 | 12 mm thick plaster with 1:3 c/cs |
| 32 | Providing and fixing of informatory sign board of MS Plates of 1.6mm thick size 1200 x 900 duly welded on angle iron frame 45x45x5 with cross legged flat iron of 35x6mm duly welded for gross support of vertical angle iron post of 3 meter height. Lower end of vertical support will be welded to 2 No 75x75mm of 12 SWG sheet duly embedded in cement concrete in M-15 grade blocks of 450x450x600mm, 600 below ground level. All MS will be stove enameled on both sides, Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and plates will be painted with primer and two coats of epoxy paint as er drawing clause-1701 and Annexure 1700.1 |
| 33 | Providing and laying of KM Stone of standard design as per IRC-8 fixing in position including painting of KM stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of KM Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work. |
| 34 | Providing and laying of Hecto Meter Stone of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of Hecto Meter Stone Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work. |
| 35 | 2nd Year Maintainance cost |
| 36 | 3rd Year Maintainance cost |
| 37 | 4th Year Maintainance cost |
| 38 | 5th Year Maintainance cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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