Tender For Construction Of Helipad And Approad Road In Sidhour Block.
Tender Value
70 Lakhs
Estimated cost
Bid Submission
05 Nov 2026
3 days left
EMD
5.50 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
Barabanki → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Helipad And Approad Road In Sidhour Block.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. |
| 2 | Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m Morth_301 |
| 3 | Construction of embankment/shoulder with approved material obtained from borrow pits with all lifts and lead of 1km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Including cost of all material,Labour,T&P etc. complete as per MORT&H specification and as per direction of Engineer-in-charge.(Cartage) |
| 4 | 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 withrotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 5 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 6 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 7 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 8 | Interlocking Tiles - Rubber moulded reflective Zig-Zag 80mm. Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 9 | Brick work with common burnt clay (non modular) bricks of class- 150 in superstructure above plinth level up to floor V level in all shapes and size in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical specification clause 405 |
| 11 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification clause 405 |
| 12 | Brick edging on both sides of roads of 1st class bricks 8cm (3\\") wide & 12 cm (4.50\\") deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labour T & P sudries required for completion of work with material. |
| 13 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 and direction of Engineer-in-charge |
| 14 | Providing and applying tack coat with Bitumen VG-10 using Bitumen Pressure Sprayer at the rate of 0.350 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineeer in Charge . |
| 15 | Providing, laying and rolling of open-graded premix carpet of 20 mm thick (compacted) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant (Mixol), 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 Type C as per MORD Technical Specification Clause 508 and direction of Engineer-in-charge . |
| 16 | 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 MORD Technical Specification Clause 510 and direction of Engineer-in-charge . |
| 17 | Excavation for roadwork in soil with hydraulic excavator of 0.9 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 |
| 18 | Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 |
| 19 | Brick masonry work in cement mortar (1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 20 | Providing and laying of 1000mm dia hume pipe with collar in position including supply of materials , T & P required for proper completion of work as per direction of Engineer in charge. |
| 21 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 22 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pit 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 |
| 23 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 24 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 25 | PCC M-20Plain/Reinforced Cement Concrete in Open foundation complete as per Drawing and Technical Specification. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 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