Tender for Tender for Construction Anandnagar Darabpur Pmgsy Road To Cm Composit Module Vidyalaya Hote Huhe Narharpur Harijan Basti Link Road
Tender Value
1.35 Crore
Estimated cost
Bid Submission
22 Sep 2026
4 days left
EMD
8.75 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
Ambedkar Nagar → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Anandnagar Darabpur Pmgsy Road To Cm Composit Module Vidyalaya Hote Huhe Narharpur Harijan Basti Link Road
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Embankment with Material Obtained from Roadway Cutting / Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. |
| 2 | Excavation in Cutting in Soil by manual means with lead upto 50 m / Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3. |
| 3 | 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. |
| 4 | Cement Treated Subbase / 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 subbase. / Quantity of cement as 2 percent of quantity by weight for subbase. |
| 5 | Cement WBM Grading III / Providing, laying and spreading Material on a prepared sub base, cement@4 by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to form a layer of sub base/base. |
| 6 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 7 | 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 as per Technical Specification Clause 508 |
| 8 | 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 |
| 9 | Construction of Subgrade and Earthen Shoulders - 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. |
| 10 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 / Rate as per item No.11.4 of Chapter 11 |
| 11 | Bedding for Pipe / (ii) Type B (First Class) Bedding / Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) / Rate as per Item No.11.2 of Chapter 11 |
| 12 | Class-150m brick work with 1:3 cement and coarse sand mortar in foundation, parapet of culvert as per SI no. 307 |
| 13 | Struck pointing with 1:2 cement sand mortar as per SI no. 574 |
| 14 | Cement plaster 12mm thick 1:4 Cement and fine sand of 1.25fm as per SI no. 584 |
| 15 | P/L of 350mm dia RCC NP-3 hume pipe in position(3 No. x 2.50 Mt = 7.50 Mt) |
| 16 | P/L of 600mm dia RCC NP-3 hume pipe in position(3 No. x 2.50 Mt = 7.50 Mt) |
| 17 | The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.00% (PC) |
| 18 | 2nd year maintenance cost @ 0.75% (PC) |
| 19 | 3rd year maintenance cost @ 1.50 % (PC) |
| 20 | 4th year maintenance cost @ 2.25% (PC) |
| 21 | 5th year maintenance cost @ 3.00% (PC) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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