Tender For Construction Of Unnao Lalganj Road Km 49 Pasin Kheda Via Rukunapur Link Road With Five Year Maintenance
Tender Value
1.47 Crore
Estimated cost
Bid Submission
15 Sep 2026
2 days left
EMD
9.37 Lakhs
Bank guarantee accepted
Document Fee
2715
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Unnao → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Unnao Lalganj Road Km 49 Pasin Kheda Via Rukunapur Link Road With Five Year Maintenance
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. / Excavation for roadwork in soil with hydraulic excavator of cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3. (Including labour Cess & Excluding GST) |
| 2 | Construction of Embankment with Material Obtained from Borrow Pits / 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 (Including labour Cess & Excluding GST) |
| 3 | 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. (Including labour Cess & Excluding GST) |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) / (A) By Mix in Place Method / 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. / (i) For Grading I Material (Including labour Cess & Excluding GST) |
| 5 | 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 sub-base. / Quantity of cement as 2 percent of quantity by weight for subbase.(Including labour Cess & Excluding GST) |
| 6 | Cement Treated Base / 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. / Quantity of cement assumed as 4 percent of Quantity by weight for base course.(Including labour Cess & Excluding GST) |
| 7 | Water Bound Macadam Sub-base/base / 3) WBM Grading 3 / Providing, laying, spreading and compacting stone aggregates of specific 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, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. / (A) By Manual Means (Including labour Cess & Excluding GST) |
| 8 | Tack Coat / Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(Including labour Cess & Excluding GST) |
| 9 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates ( two third 13.2 mm and one third 11.2mm grit) 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. / Case - I By Manual Means / (I) Bitumen (S-90) (Including labour Cess & Excluding GST) |
| 10 | Seal Coat - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A,Type B and Type C as per Technical Specification Clause 510 / A. By Manual Means / Case - III : Type C / (I) Bitumen (S-90).(Including labour Cess & Excluding GST) |
| 11 | Cement Concrete Pavement - Construction of un reinforced, dowel jointed at expansion and 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher 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 levelling 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, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. (Including labour Cess & Excluding GST) |
| 12 | 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 (Including labour Cess & Excluding GST) |
| 13 | Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 / (A) Brick Masonry in 1:4 cement mortar / Rate as per item No.11.5 (ii) Chapter 11 |
| 14 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification / Rate as per item No.12.3 of Chapter 12 (Including labour Cess & Excluding GST) |
| 15 | Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause 613.3 / Rate as per item No.12.2 of Chapter 12 (Including labour Cess & Excluding GST) |
| 16 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row / Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. / (B) 1000 mm dia (Including labour Cess & Excluding GST) |
| 17 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row/Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106./(G) 350 mm Dia (Including labour Cess & Excluding GST) |
| 18 | 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 (li) / Rate as per Item No. 11.2 of Chapter 11 |
| 19 | Maintenance of Constructed Road for next Five Year after the actual date of completion,Total maintenace Cost 7.50% of BOQ shall be paid in the form of installment as below,The payment shall be the inclusive of cess but Excluding GST,Payment shall be done as per satisfaction of Engineer-in-Charge regarding maintenance work carried out by Contractor.(i) From Completion of 1 Year to 2nd Year 0.75% of Bill Amount. |
| 20 | (ii) 2nd Year to 3rd Year 1.25% of Bill Amount. |
| 21 | (iii) 3rd Year to 4th Year 2.00% of Bill Amount. |
| 22 | (iv) 4th Year to 5th Year 3.50% of Bill Amount. |
| 23 | Maintenance of Constructed CC Road for next Five Year after the actual date of completion,Total maintenace Cost 2.50% of BOQ shall be paid in the form of installment as below,The payment shall be the inclusive of cess but Excluding GST,Payment shall be done as per satisfaction of Engineer-in-Charge regarding maintenance work carried out by Contractor.(i) From Completion of 1 Year to 2nd Year 0.25% of Bill Amount. |
| 24 | (ii) 2nd Year to 3rd Year 0.50% of Bill Amount. |
| 25 | (iii) 3rd Year to 4th Year 0.75% of Bill Amount. |
| 26 | (iv) 4th Year to 5th Year 1.00% of Bill Amount. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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