Tender For cement concrete And Interlocking Work From Narveer Tube Well To Shanidev Temple In Village Maharawal Majra Nagariya.
Tender Value
74.83 Lakhs
Estimated cost
Bid Submission
31 Oct 2026
8 days left
EMD
1.50 Lakhs
Bank guarantee accepted
Document Fee
13400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aligarh → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for cement concrete And Interlocking Work From Narveer Tube Well To Shanidev Temple In Village Maharawal Majra Nagariya.
BOQ
| Sl. No. | Item Description |
| 1 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR-2.25A+SOR |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR-2023 SI no 4.1.11 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns DSR-2023 SI no 5.9.1 |
| 4 | Providing and laying C.C. pavement of mix M-20 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge.(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). (The panel shuttering work shall be paid for separately). Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.DSR-2023 SI no 16.75-16.76 |
| 5 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in- Charge.DSR-2023 SI no 16.46.1 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.-DSR 2023-5.22.6 |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift , including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.DSR-2023 2.8.1 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) DSR-2023 4.1.8 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) DSR-2023 SI no 6.1.1 |
| 10 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) DSR-2023 SI no 13.4.1 |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)-DSR-2023 4.1.3 |
| 12 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 -Analysed Rate |
| 13 | Laying of 80mm I-shaped precast Interlocking tiles of thickness 80 mm.(Compressive strength not less than 30Mpa and weight 4.50 kg ) including 25 mm thick local sand base levelling and dressing of surface to required level and slope filling joint with local sand all complete work.UPPWD SOR-2022 page 71 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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