Widening Of Ch . Charan Singh Chowk To C M S Building ( Tikoni Kothi ) And C C Road From C M S Kothi To Remaunt Deepo , Saharanpur
Tender Value
71.03 Lakhs
Estimated cost
Bid Submission
05 Oct 2020
0 days left
EMD
5.56 Lakhs
Bank guarantee accepted
Document Fee
6900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
SDA SAHARANPUR → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening Of Ch . Charan Singh Chowk To C M S Building ( Tikoni Kothi ) And C C Road From C M S Kothi To Remaunt Deepo , Saharanpur
BOQ
| Name of Work: Wedening of Ch. Charan Sing Chowk to C.M.S. Building (Tikoni Kothi) and C.C. Road From C.M.S. Kothi to Remaunt Deepo, Saharanpur | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | A | |||
| 2 | 1.01 | Earth work in cutting in ordinary soil dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M distance as directed by Engineer-in-charge.SI 253a | 768 | M3 | |
| 3 | 1.02 | Dismantling brick work in cement mortar including stacking of materials as directed by the engineer in-charge within a distance of 60 mtr. S.I. No-692 | 642 | M3 | |
| 4 | 1.03 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grade on prepared surface, mixing by mix in place method with rotavator at OMC. And compacting with vibratory roller to achieve the desired density. complete as per cluse 401 (A.R) | 550 | M3 | |
| 5 | 1.04 | Suppy and laying of 80 mm thick precast cement concrete I- shape /zig-zag (all shape) interlocking coloured paver block with top layer of mininum 8 mm thickness having paln dimension of 200x(160+120)mm of O.P. cement smooth high gloss finish, skid resistant, manufactured with rubber moulds through vibro-compression mechanism over 4 cm blanket coat of fine sand & joint filling with fine sand. The compressive strength and weight of concrete paver block shall not be less than 30 MPa (M-30) and 5 kg/no. respectvily confirming to IS:15658-2006 I/C cost of all material, labour, vat , all taxes T&P. required for proper completion of the work as per specifications and as directed by Engineer-in-charge.New item - 14 | 3900 | M2 | |
| 6 | 1.05 | Providing laying spereading and compacting graded stone aggregate to wet mix macadam specitfication including premixing the material with water at OMC in mechanical mix plant carrage of mixed material by tipper to site. Laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (A.R.Approved) | 60 | M3 | |
| 7 | 1.06 | Construction of un-reinforced dowel jointed at expansion and construction joint only plain Cement Concrete pavement thickness as per design over a prepared sub base in 1:1.5:3cement coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregates not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading by the concerete with shovels. ..................... curing of concrete slabs for 14 days, curing compound (Where specified) ............. including Cost of Polythene Sheet and Dowel bar and also including complete shifting of materials & Concrete etc complete work. thickness of C.C. less than 20cm without dowel bar. New item no. 9 (1) (Road work) | 120 | M3 | |
| 8 | 1.07 | M-150 Brick work in1:4 cement & four coarse sand in foundation for 9\" thick wall supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI-308+309+310 | 78 | M3 | |
| 9 | 1.08 | Cement concrete with 2cm. guage approved stone ballast, coarse sand & cement in the proportion of 1:2:4 including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work. S.I.No-279 | 13 | M3 | |
| 10 | 1.09 | 12 cm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness plinth with cement and coarse sand. (S.I.No-584(a)) | 600 | M3 | |
| 11 | 1.1 | Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of .75 kg/sqm using mechanical means including supply of all materials, labour, T&P etc. required for proper comletion of the work as per clause 503 of MOSRT&H specifications and as per direction of the Engineer-in-charge (A.R. approved) | 50 | M2 | |
| 12 | 1.11 | Provinding and laying Dense Graded Bituminous Mecadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggegate of specifled grading premixed with bituminious binder @ 4.5% by waight of total mix and filler, transported to site, laying with hydrostatic paver fixing with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per morth & h specifications clauses 507 complete in all respects. (A.R.) | 5 | M3 | |
| 13 | 1.12 | Providing and applying tack coat with 80/100 bitumen emulsion on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of 0.35 kg/sqm using mechanical means including supply of all materials, labour, T&P etc. required for proper comletion of the work as per clause 503 of MOSRT&H specifications and as per direction of the Engineer-in-charge (A.R. approved) | 4500 | M2 | |
| 14 | 1.13 | Provinding and laying bituminious concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggegate of specifled grading premixed with bituminious binder CRMB-55 @ 5.4% by waight of total mix and filler, transported to site, laying with hydrostatic paver fixing with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per morth & h specifications clauses 509 complete in all respects. (A.R.) | 180 | M3 | |
| 15 | 1.14 | Providing and applying Two coats of white cement based putty of average thickness 1 mm, of approved brand and manufacturer such as Berger/J.K./Birla or similar make, over the plastered wall surface to prepare the surface even and smooth complete. S.O.R. New Item./Painting & Distempering. | 50 | Sqm | |
| 16 | 1.15 | Paintings or Varnishing on iron work or new wood work with one coat of ready mix priming paint and two coats of approved superior quailty ready mixed paint or clear synthetic varnish ( Berger, dulux,, Narolac, Shalimar) including supply of all materials, Labour,T&P etc. required for proper complete of the work. pain to be used should confirm to the ISI no. 1950 (PWD SI. No-641+642) | 50 | Sqm | |
| 17 | 1.16 | Providing and fixing of M.S. informatory sign Board made of 2mm thick M.S. sheet welded on M.S. angle iron frame of 40X40X5mm size with diagonal braces of 25X3mm flat iron including fixing in 1:1.5:3 c.c. of 300X300X450 mm over 10 cm thick base of P.C.C. in proportion of 1:5:10 and also including writing on M.S. sheet over and including painting two or more coats with approved superior quality ready mixed paint over one coat of priming paint including supply of all materials, labour T&P etc. required for proper completion of the work as per drawing and direction of Er-in-charge.(A.R.) | 2 | No |
AI Tender Summary
Tender Timeline
Sep 25, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 05, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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