Tender For New Construction Work At Village Kunwa To Punniya Link Road
Tender Value
4.53 Crore
Estimated cost
Bid Submission
03 Nov 2026
6 days left
EMD
24.69 Lakhs
Bank guarantee accepted
Document Fee
2720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mahoba → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for New Construction Work At Village Kunwa To Punniya Link Road
BOQ
| Sl. No. | Item Description |
| 1 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil) |
| 2 | Blenket coatConstruction of granular surface Course 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 three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. |
| 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 | 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 |
| 5 | Cement treated subbaseProviding, laying, spreading Material on 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 to form a layer of subbase. |
| 6 | Cement Treated Sub BaseProviding, laying, 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 rollar at OMC to achieve the desired unconfined compressive strength to form a layer of base. |
| 7 | 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 pecification Clause 503. |
| 8 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) 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.Case - I By Manual Means(I)Bitumen (S-90) |
| 9 | Seal CoatProviding and laying seal coat by Manual Means with VG-10 Grade Bitument 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 |
| 10 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil) |
| 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, admixture as approved curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clauser 1501 |
| 12 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703 |
| 13 | Reinforced cement concrete M15 grade Hectometer stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703 |
| 14 | Earth work in excavaton of foundation of structrures 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. |
| 15 | Sand Filling in Foundation Trenches as per Drawing & Technical Specifiation |
| 16 | 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. |
| 17 | Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.(Chpt-8 Add Item (b) |
| 18 | Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications |
| 19 | Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plan & manual placing (1:2:4) |
| 20 | Plastering with cement mortar (1:3) on brick work in sub- structure as per Technical Specificaton |
| 21 | 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 . work in head walls and parapits clause 1106. S.I.No-9.3(a) 1000 mm dai |
| 22 | R.C.C. grade M 25Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (RCC 1:2:4) |
| 23 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Substructrue complete as per drawing and Technical Specifications Clauses1002,1005, 1010 and 1202 |
| 24 | Providing weep holes in Brick asonry/ 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 IV:20H towards drawing face. Complete as per drawing and Technical specifications |
| 25 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 10(Excluding G.S.T.)Maintenance of First Year @0.00 % of total work amount of 1 to 10) |
| 26 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 10(Excluding G.S.T.)Maintenance of Second Year @0.75 % of total work amount of 1 to 10) |
| 27 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 10(Excluding G.S.T.)Maintenance of Thard Year @1.5 % of total work amount of 1 to 10) |
| 28 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 10(Excluding G.S.T.)Maintenance of Fourth Year @2.25 % of total work amount of 1 to 10) |
| 29 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 10(Excluding G.S.T.)Maintenance of Fifth Year @3.0 % of total work amount of 1 to 10) |
| 30 | Maintenance Charge including @ repair of C.C. surface, culvert etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 11 to 24(Excluding G.S.T.)Maintenance of First Year @0.00 % of total work amount of 11 to 24) |
| 31 | Maintenance Charge including @ repair of C.C. surface, culvert etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 11 to 24(Excluding G.S.T.)Maintenance of Second Year @0.25 % of total work amount of 11 to 24) |
| 32 | Maintenance Charge including @ repair of C.C. surface, culvert etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 11 to 24(Excluding G.S.T.)Maintenance of Thard Year @0.50 % of total work amount of 11 to 24) |
| 33 | Maintenance Charge including @ repair of C.C. surface, culvert etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 11 to 24(Excluding G.S.T.)Maintenance of Fourth Year @0.75 % of total work amount of 11 to 24) |
| 34 | Maintenance Charge including @ repair of C.C. surface, culvert etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 11 to 24(Excluding G.S.T.)Maintenance of Fifth Year @1.00 % of total work amount of 11 to 24) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender