Tender For Repairing And Construction Of Coating Road Work 24 Jiroliya Nagla Bhara Road Se Nagla Beech Ke Mandir Tak Lepan Marammt Construction Karya L 470 Meter As Per Boq
Tender Value
26.59 Lakhs
Estimated cost
Bid Submission
03 Nov 2026
12 days left
EMD
53200
Bank guarantee accepted
Document Fee
4800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Etah → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Repairing And Construction Of Coating Road Work 24 Jiroliya Nagla Bhara Road Se Nagla Beech Ke Mandir Tak Lepan Marammt Construction Karya L 470 Meter As Per Boq
BOQ
| Sl. No. | Item Description |
| 1 | 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. As per detail attached Patries |
| 2 | 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. Patries |
| 3 | Construction of granular sub base by providing well grade material spreading in uniform layers with mortor grade on preparedsurface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desire density MORTH 401 (A) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and watering and compacting to the required density Grading 3 as per Technical Specification 45-63 mm gauge S.B WBM Grading 3 By Manual Means MORTH 405 (2) A |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and watering and compacting to the required density Grading 3 as per Technical Specification 22.4-53 mm gauge S.B WBM Grading 3 By Manual Means MORTH 405(3)A |
| 6 | Brick on edging on both side of the road of M-150 bricks 8.0 cm (3\\") wide and 12 cm(41/2\\") deep laid with mud mortor including all labour and supply of brick finished to required template & ramming the exavated earth as per directed by The Engineer-in-charge.PWD SI No-765 |
| 7 | Providing and applying Primer coat with bitumen emulsion(SS1) on prepration of granular base including cleaning of road surface and spraying primer at the rates of 0.75 kg/sqm using mechanical means as per Technical Specification clause 502 |
| 8 | Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 A or Type B or Type C as per Technical Specification Clause 508. |
| 10 | 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 |
| 11 | Construction of un-reinforced, construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 12 | Reinforced cement Concrete M15 grade Kilometre Stone of Standard design as per IRC:8 Fixing in Position Including painting and Printing etc as per drawing and Technical Specification Clause 1703.MORD1700 (10.10-III)a) 200M stone (Precast) |
| 13 | b) Ordinary Kilometre stone Precast |
| 14 | Road Marking with Hot Applied Thermoplastic compound with Reflectorising Glass beads on Bitumenous Surface- Providing and Laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@250 gms per sqm area,thikness of 2.5mm is exclusive of surface applied glass beads as per IRC:35-2015 the Finished surface to be level,uniform and free from streaks and holes .PWD ch-27 S.No-02 |
| 15 | Providing &fixing of Black Granite Stone Patiya Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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