Construction Of 18 M R C C Road Drain And Crossing Culvert In Plastic Park Gida Gorakhpur
Tender Value
5.96 Crore
Estimated cost
Bid Submission
11 Oct 2022
0 days left
EMD
11.94 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gorakhpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 18 M R C C Road Drain And Crossing Culvert In Plastic Park Gida Gorakhpur
BOQ
| Sl. No. | Item Description |
| 1 | Clearing 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. (Applicable G.S.T @12% and 1% Laber cess Extra ) |
| 2 | Supply and filling of carted earth from distance not exceeding 5 km lead from the site of work and I/c cost of earth and all materials labour T & P etc required for proper completion of work. Earth work in emebankment in ordinary soil in depth and earth work in embankment & subgrade and earthen solders to be in 20cm Layers I/c ramming and dressing the surface to required levels and slops and also I/c 1.5M lift and 30 M lead (Good earth brought from out side away from GIDA notified area) (Applicable G.S.T @12% and 1% Laber cess Extra ) |
| 3 | Construction of granular sub-base (GSB) by providing coarse graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401 (Applicable G.S.T @12% and 1% Laber cess Extra ) |
| 4 | 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, cement content not to be less than 150kg per cum, optmum moisture content to be determine during trial length construction, concreete 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. As per MORTH Spec. No 601 (Applicable G.S.T @12% and 1% Laber cess Extra ) |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse 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, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing As per MORTH Spec 602 (Applicable G.S.T @12% and 1% Laber cess Extra ) |
| 6 | Providing andlaying of hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass bed as perIRC 35 inclduing cost ofall materials , labour , Machinaries , T&P etc. requared for peoper completion of work i/c all other charges and taxes . The finishied surface to be level uniform and free from streks and holes as per MORTH specification no.803 (Applicable G.S.T @12% and 1% Laber cess Extra ) |
| 7 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251(Applicable G.S.T @12% and 1% Laber cess Extra ) |
| 8 | Concrete with 40mm gauge Stone ballast, Coarse sand in 8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. 281 (Applicable G.S.T @12% and 1% Laber cess Extra ) |
| 9 | R.C.C. work with cement, approved coarse sand 2.0cm gauge approved stone ballast in the proportion of 1:1.5:3 in Collom and beam of doors and windows etc and bed plates, excluding the supply of reinforcement and its bending but including its bending the same with 24 BWG, GI bending wire and including wire as also including providing and fixing necessary centering and shuttering and its removal after completion of work & supply of all other materials labour and tools and plants etc. required for the proper completion of the work. as per SI No 283A (Applicable G.S.T @12% and 1% Laber cess Extra ) |
| 10 | Mild steel or iorn work in plain work such as in reinforced concrete or reinforcedbrick work (when not included in over all ratea) wrought to required shapes as necessary and bending for the proper coppletion of the work and including supply of steel and its wastage etc. and all labour and tools and plants required for proper completion of work Note: the steel shall be bent cold and bends hooks and authorised over lapping shall be measured. as per S.I. No 504 (Applicable G.S.T @12% and 1% Laber cess Extra ) |
| 11 | Total |
AI Tender Summary
Tender Timeline
Sep 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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