Tender For Kasmabad Se Thatjat Bakshanpur Road Tak
Tender Value
42.89 Lakhs
Estimated cost
Bid Submission
10 Oct 2019
0 days left
EMD
4.28 Lakhs
Bank guarantee accepted
Document Fee
1680
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 Kasmabad Se Thatjat Bakshanpur Road Tak
BOQ
| Name of Work:kasmabad se Thatjat Bakshanpur road tak | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | A) Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 | 3712.5 | CUM | |
| 2 | 2 | B)Machanical compection of E.W. | 1417.5 | CUM | |
| 3 | 3 | C) Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 | 472.5 | CUM | |
| 4 | 4 | Providing & laying granular sub-base by well graded material grade-I,spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacted with smooth wheel roller to achieve the desired density,complete as per Technical Specification clause 401 of MORD [Sir No 4.1] | 48.15 | CUM | |
| 5 | 5 | Provding laying and spreading material on a prepared sub grade, adding cement @2% by weight to the spread material manully, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. | 355.5 | CUM | |
| 6 | 6 | Provding laying and spreading material on a prepared subbase, adding cement @4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Base. | 337.5 | CUM | |
| 7 | 7 | A) Cartage of maxphalt from godown to site. | 8.3 | M.T. | |
| 8 | 8 | B) Cartage of empty drums maxphalt from site to godown. | 8.3 | M.T. | |
| 9 | 9 | Providing and applying tack coat with Bitumen V.G.-10 using emulsion distributor at the rate of 0.35 kg/sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 502 Sr. 5.2(iii) | 3375 | SQM | |
| 10 | 10 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | 3375 | SQM | |
| 11 | 11 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510, as approved. | 3375 | SQM | |
| 12 | 12 | Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 | 738 | CUM | |
| 13 | 13 | A) Same as above as item no.1(A) carted earth work . | 637.88 | CUM | |
| 14 | 14 | C) Brick soling with straight over burnt bricks laid on edge and dry labour only including preparation of sub-grade to prescribed camber filling joints with local earth spreading blinding coat 1 cm. 3/8\" depth of 'local earth over the entire surface and including cost of material, labour and T&P etc. required for proper completion of the work. as per MORD specification 412 sl no 4.18 | 120 | SQM | |
| 15 | 15 | C) Construction of NP-3 Hume pipe culvert of 900.mm dia. along with parapets to allow unhindered longitudinal flow of water(as per sheet attached) | 1 | NO. | |
| 16 | 16 | D) Construction of NP-3 Hume pipe culvert of 600.mm dia. along with parapets to allow unhindered longitudinal flow of water(as per sheet attached) | 1 | NO. | |
| 17 | 17 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement complete including supply of all material labour T&P etc. required for proper completion of work . | 84.38 | CUM | |
| 18 | 18 | B) Const. Of K.C.-Drain on Both sides in Abadi Portion(as per sheet attached). | 150 | R.M. | |
| 19 | 19 | B) Providing and eracting direciton and place identification sign board made of mild steel plate of sizes 1200x350x1.6 mm & 1200x450x1.6mm stiffened with 50x50x10mm angle around th plate duly fixed to 100 mm dia steel tube of length 3750mm and embeded in ground level & painting/lettering with enamel paint of approved color and grade-I as per direcition of Engineer-in-Charge | 1 | NO. | |
| 20 | 20 | Supply of Bitumen V.G.-10 for Tack coat, P.C. & Seal Coat @ (0.35+1.46+0.68) Kg./m2. (Departmental Supply Items) | 8.3 | M.T. |
AI Tender Summary
Tender Timeline
Sep 30, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 10, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 11, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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