Tender For Construction Work Of From Zero From Village Palka To Bamhori (Raheliya) Village Of District Mahoba Development Block Kabrai.
Tender Value
1.50 Crore
Estimated cost
Bid Submission
22 Jul 2026
0 days left
EMD
3.10 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
Mahoba → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of From Zero From Village Palka To Bamhori (Raheliya) Village Of District Mahoba Development Block Kabrai.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting trunk vegetation grass,bush wood trees and saplings of girth upto 30cm meassured at a height of 1 mtr. above ground level and removal of rubbish upto a distance of 50m outside the periphery of area cleared. (S.I. No-259) |
| 2 | Providing and fixing of precast RCC Level Pillars in M15 ( 1:2:4 ) Nominal Mix having section .15X.15 M and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications |
| 3 | 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) |
| 4 | Laying and spreading available soil in the subgrade on a prepared surface, pulverising ,mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70% of contents of CaO,grading with moter grader and compacting with smooth wheeled road roller at OMC to the desired density to form a layer of improved sub grade as per Technical specification cause 403.As per Data Book 4.4 B |
| 5 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with a lift & lead, transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.2 with a lead up to 1000 meter as per technical specification clause 303.1 |
| 6 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. |
| 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 45-63.mm 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 / blinding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-II as per technical specification clause 405 |
| 9 | 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 Machenical Means |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00kg/sqm using machenical Means. Clause 502 |
| 11 | Providing and applying tack coat with Bitumen RS-1 using bitumen distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular bituminous surface cleaned with Hydraulic broom as per Technical pecification Clause 503.Data Book 5.2 (iii) |
| 12 | 20 mm thick Open Graded Premix Carpet Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen 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 . Technical sepecification Claues 508 |
| 13 | Seal CoatProviding and laying seal coat by Machenical 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 |
| 14 | Providing and laying Brick edging on both side of the painted surface with class-150 bricks 7.50 cm wide and 11.5 cm deep laid with mud mortar finished to required template in proper alignment & including dressing & ramming the excavated earth and also including cost of bricks. trade tax and all other taxes. labour T&P etc. and also including maintenance of barriers. caution post, light at night etc. required for proper complection of the work as per direction of Engineer-in-charge. |
| 15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC35 The finished surface to be level, uniform and free from streks and holes. |
| 16 | (Construction of Culvert 600mm Dia-02Nos)Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & 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 direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.S.I. No-251 |
| 17 | Filling in foundation including supply of sand, labour for watering, dressing, T&P etc. required for proper completion of work as per Technical spe cification for rural roads clause 305.3.9. |
| 18 | Cement concrete with 40 mm gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. S.I.No. -281 |
| 19 | R.C.R. masonary in 1:4 cement and sand mortar in foundation and in plinth including supply of all material labour T&P etc. required for proper completion of work as per Sl.No.201 Hill. |
| 20 | Pointing with cement mortar (1:3) on stone masonary work as per drawing and technical specification clauses 613.3 and 1204 |
| 21 | Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (PCC 1:2:4) |
| 22 | Plaster with cement mortar (1:4) 15mm thick on brick work in subsructrure as per technical specification clauses 613.4 and 1204 |
| 23 | P/ laying Rcc Pipe NP3 600 mm Dia as per design in single row as per Data Book SR No 9.3 Mord specification 1100 C |
| 24 | (Construction of Culvert 1000mm Dia-03Nos)Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & 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 direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.S.I. No-251 |
| 25 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work.S.I. No-255 |
| 26 | Cement concrete with 40 mm gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. S.I.No. -281 |
| 27 | R.C.R. masonary in 1:4 cement and sand mortar in foundation and in plinth including supply of all material labour T&P etc. required for proper completion of work as per Sl.No.201 Hill. |
| 28 | P/ laying Rcc Pipe NP3 1000 mm Dia as per design in single row as per Data Book SR No 9.3 Mord specification 1100 C |
| 29 | Plaster with cement mortar (1:4) 15mm thick on brick work in subsructrure as per technical specification clauses 613.4 and 1204 |
| 30 | Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (PCC 1:2:4) |
| 31 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703 (Km stone) |
| 32 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703 (Hectometer stone) |
| 33 | Supply and fixing of sign boad with of complete or as per directed by engineer charges. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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