Tender For Vibhav Nagar Main Road (Between Sector 3 To Sector 4) From Kothi No. 9 To Kothi No. 71, cement concrete Construction Work Of Interlocking Tiles On Road And Side Track.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Jul 2026
3 days left
EMD
1.46 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Agra → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Vibhav Nagar Main Road (Between Sector 3 To Sector 4) From Kothi No. 9 To Kothi No. 71, cement concrete Construction Work Of Interlocking Tiles On Road And Side Track.
BOQ
| Sl. No. | Item Description |
| 1 | DRAIN (PART-A) :- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin-charge. 2.6.1 All kinds of soil DSR 2023 |
| 2 | Providing and laying cement concrete in 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR No. 4.1.8/2023) |
| 3 | RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shutterang, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone (DSR 2023 5.1.2) |
| 4 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, plers, abutments, posts and struts etc, including cost of centering, shuttering, finishing and excluding reinforced :- 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (Item No. 5.2.2 DSR 2023) i) upto plinth level |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 2023/ Item 5.3) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.1 Mild Steel and Medium Tensile Steel bars DSR-2023 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR 2023 Item 5.9.2) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform (DSR 2023 Item 5.9.3) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (DSR 2023 Item 5.9.1) |
| 10 | ROAD (PART-B) Earth work in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and including 1.50m lift and 30 m lead also including cartage of earth upto 8kms, cost of earth if any, and royalty etc complete in all respect. (Presanctioned Rate) |
| 11 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %.(PSR) |
| 12 | Providing and laying cement concrete in 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (Item No. 4.1.8 DSR-2023) |
| 13 | Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge.16.43.2 Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (DSR 2023 Item 5.9.1) |
| 15 | Trimixing of C.C. Surface with hardner 3.50Kg/Sqm including proper completion of work. PSR |
| 16 | Supply & Laying of 100mm I shaped (Zigzag) rubber moulded coloured precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work.80 mm (Rubber molded Grey) CH 5 ITEM NO 17 SOR 2025-26 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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