Tender For Construction Of C.C. Road Main Gate And Culvert In Campus At Cane Society Seohara In Distt. Bijnor.
Tender Value
11.23 Lakhs
Estimated cost
Bid Submission
09 Dec 2023
0 days left
EMD
1.12 Lakhs
Bank guarantee accepted
Document Fee
1090
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Seohara → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of C.C. Road Main Gate And Culvert In Campus At Cane Society Seohara In Distt. Bijnor.
BOQ
| Sl. No. | Item Description |
| 1 | Boundary wall items. |
| 2 | E/w in excavation in foundation in ordinary soil(loam clay or sand) including lift upto 1.50M and lead upto 30 M and including filling, watering and ramming of excavated earth into the trenchs or into the space between the building and sides of foundation. |
| 3 | Provinding and laying in cement concrete 1:4:8 (1cement :4 coarse sand :8 graded stone ballast40 mm nominal size) and curing complete, including cost of form work in foundation and floors. PWD-281. |
| 4 | R.C.C. work with cement approved coarse sand and 2cm (3/4\"\") gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 3 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-20. (PWD-AR). |
| 5 | As in item No. 3 but inR.C.C. 1: 1 1/2:3 in column.(PWD-289). |
| 6 | As in item No. 3 but inR.C.C. Raft foundation and footing with approved stone ballast (using1: 1 1/2:3 mix concrete) (PWD-287-A). |
| 7 | Mild steel or iron in plan work shch as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. (PWD-504). |
| 8 | M-150 brick work in 1:6 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. (PWD-303). |
| 9 | M-150 brick work in 1:6 cement and sand of 1.25 fineness modulous mortar in super structure including supply of all material, labour and tools and plants. ect. required for proper completion of work. PWD-303+(307-306)+309+310. |
| 10 | 12mm. Thick plaster (1:6) with cement mortar in proportion of 1:6 cement & fine sand of 1.25 F.M. Sqm. |
| 11 | DSR-items-13.47 Finishing walls with premium Acrylic Smooth Exterior paint with silicon additives of reqired shade, New work (two or more coat applied @1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm). |
| 12 | Painting with D.P.C. with two coats of airblown bitumen 85/50 @1.7 kg/sqm approx including cost of fuel if any. (PWD-) |
| 13 | Making grooves 10 to 12 mm widex 8mm deep in plaster of the wallor in ceiling vertically or horizontally as reqired. PWD-598. |
| 14 | Interlocking Tiles items |
| 15 | E/w in filling with ordinary soilin plinth excavation to be in the form of regular pits not exceeding .50 M in depth and earth work in embankment etc………………..(Excluding royality) |
| 16 | P/laying 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 17 | Sand filling in plinth by local sand I/C all Material,Labour T & P. etc-255 |
| 18 | S/Laying of 80mm thick precast cement concrete I-shape Interlocking pane blocks with to layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. cement ,smooth high gloss finish, skid resistant manufactured from ruber moulds thriugh vibro-compression mechanisam, the compressive strength of concrete paver block shall not be less than 30Mpa(M-30)and weight 5kg per nos.confiming to IS15658-2006 I/c cost material,with ablanket layer of 4.00 Cm thick fine sand labour,T&P and Vat ctc required for proper completion of the work.Si no-N.Item. |
| 19 | Both side support wall for tiles with M-150 class Brick work (1:4) cement & coarse sand Mortor. |
| 20 | 12 mm thick cement plaster (1:4) in cement & coarse sand mortor. |
AI Tender Summary
Tender Timeline
Dec 04, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedDec 09, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 09, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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