Tender For Construction Work Of Helipad At Development Block (Block) Headquarters Motigarpur Under Sultanpur District.
Tender Value
75 Lakhs
Estimated cost
Bid Submission
05 Nov 2026
6 days left
EMD
5.75 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
Sultanpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Helipad At Development Block (Block) Headquarters Motigarpur Under Sultanpur District.
BOQ
| Sl. No. | Item Description |
| 1 | (A) Construction of HelipadClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 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 and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement. (Cartage for 2.00 Km. Distance) |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per 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 Cement Concrete Pavement with plain cement concrete pavement over existing surface with approve grade cement @ 400 kg per cum and as per IRC SP-76, coarse and fine aggregate conforming to IS 383, maximum size of fine 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 joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines etc.. and grades as per drawing MORT 6.06 |
| 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. DSR 13.62.1 |
| 8 | Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-lI): 6 graded stone aggregate 40 mm (nominal size) of specified grade excluding the cost of centering and shutteing - All work up to plinth level |
| 9 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in:Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 10 | P/L of 80mm thick Rubber Mould Zig Zag Shapped inter locking tile over base coat. |
| 11 | (B) Construction of Approach RoadEarth work in cutting or in embankment in ordinary soil, excavation to be the from of regular pits not exceeding 1/2 meter in depth and earthwork in embankment to be in 20 Cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.50 meter lift and 30 meter lead. The earth from cutting to be used in making embankment or to be desposited as spoil blanks withen 30m. (100Ft) distance as directed by the Engineer-in-Charge. |
| 12 | Construction of granular sub-base by providing well material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment on prepared sruface, mixing by mix in place method with rortavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical specification clause 401. |
| 13 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushible screening to fill up the interstices of coarse aggregate, watering and compacting, to the required density Grading - 3 as per technical specification clause 405. |
| 14 | Earth Work in road patri with ordinary soil including levelling, dressing, ramming complete work,t&p etc |
| 15 | Brick edging on both side of the road 7.50 cm wide with M-150 class bricks laid on edge with mud mortar including cost of bricks,dressing and ramming the excavated earth in proper slope, all labour, T&P etc for proper completion of the work as per direction of Engineer-in-Charge. |
| 16 | Construction of Thin White Topping/Cement Concrete Pavement with plain cement concrete pavement over existing surface with approve grade cement @ 400 kg per cum and as per IRC SP-76, coarse and fine aggregate conforming to IS 383, maximum size of fine 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 joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines etc.. and grades as per drawing |
| 17 | Construction of 600MM / 900MM Dia Hume PipeEarth work in excavation In foundation parapet wall. As per PWD Specifcation and direction of Engineer-in-Charge. |
| 18 | Providing & laying plain cement concrete in foundation with cement, sand and 40 mm guage brick ballast (1:4:8). As per PWD Specifcation and direction of Engineer-in-Charge. |
| 19 | Brick work in 1:4 cement and coarse sand mortar in foundation upto plinth. As per PWD Specifcation and direction of Engineer-in-Charge. |
| 20 | Struck pointing 1:2 in cement and fine sand mortar. As per PWD Specifcation and direction of Engineer-in-Charge. |
| 21 | Plaster 1:4 in cement and fine sand mortar. As per PWD Specifcation and direction of Engineer-in-Charge. |
| 22 | Supply of hume pipe with coller (600 mm dia). As per PWD Specifcation and direction of Engineer-in-Charge. |
| 23 | Supply of hume pipe with coller (900 mm dia). As per PWD Specifcation and direction of Engineer-in-Charge. |
| 24 | Laying of hume pipe and fixing with coller in 1:2 cement and fine sand mortar complete job. As per PWD Specifcation and direction of Engineer-in-Charge. (600 mm dia) |
| 25 | Laying of hume pipe and fixing with coller in 1:2 cement and fine sand mortar complete job. As per PWD Specifcation and direction of Engineer-in-Charge. (900 mm dia) |
| 26 | Providing & Fixing Km. Hm. Stones, Sign Boards & Caution Boards etc. |
| 27 | 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 |
| 28 | 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. |
| 29 | 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. as per Morth&H 14.06 or 14.07 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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