Construction Of Road -Turatpur Nehar Ki Puliya Se Neem Khal Baba Ki Puliya Tak
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Jan 2021
0 days left
EMD
4.73 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
Afzalgarh → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road -Turatpur Nehar Ki Puliya Se Neem Khal Baba Ki Puliya Tak
BOQ
| Name of Work:Turatpur nehar ki puliya se neem khal baba ki puliya 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 | 4537.5 | CUM | |
| 2 | 2 | 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] | 556.88 | CUM | |
| 3 | 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.clause 405 sr no 4.8-(2) - WBM Gr-II of stone ballast (45 - 63 mm size ) from approved quarry and screening material type B 11.2 mm for Grading 2 @0.20 cum per 10- sqm and binding materials(stone dust ) @0.06 cum per 10 sqm for Grading 2 material from approved quarry. | 309.38 | CUM | |
| 4 | 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 sr no 4.7-(3) - WBM Gr-III (22.4-53 mm size )of stone ballast from and screening material type B-( 11.2 mm for Grading 3 @0.18 cum per 10- sqm). from approved Quarry | 309.38 | CUM | |
| 5 | 5 | B) Brick Edging on both sides of the road of Ist class bricks on edge laid with mud mortar including labour & supply of bricks finished to the required template & in properalignment &also including dressing,ramming the excavated earth as directed by E/I as per S.INo 765 of UP, PWD Specification. | 1.1 | K.M. | |
| 6 | 6 | A) Cartage of maxphalt from godown to site. | 9.66 | M.T. | |
| 7 | 7 | B) Cartage of empty drums maxphalt from site to godown. | 9.66 | M.T. | |
| 8 | 8 | Providing & applying primer coat with Bitumen Emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/ sqm area using mechanical means complete as per MORD Specification no 502 [Sr. No. 5.1(I)] | 4125 | SQM | |
| 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) | 4125 | 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. | 4125 | 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 B as per Technical Specification Clause 510, as approved. | 4125 | 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 | 1237.5 | CUM | |
| 13 | 13 | 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. | |
| 14 | 14 | E) Construction of NP-3 Hume pipe culvert of.450.mm dia. along with parapets to allow unhindered longitudinal flow of water(as per sheet attached) | 1 | NO. | |
| 15 | 15 | Direction Sign Board of 4'x3' size having 18 gauge sheet with the post of 1-1/4\" dia. white & Red alternate Painted Pipe incl. fixing in c.c. of 1:2:4 cement , c.sand & stone grit with piller. | 1 | NO. | |
| 16 | 16 | A) Supply of bitumen emulsion (SS-1) for Priming coat @ 0.70 Kg./m2. | 2.89 | M.T. | |
| 17 | 17 | B) Supply of Bitumen V.G.-10 for Tack coat, P.C. & Seal Coat @ (0.35+1.46+0.68) Kg./m2. . | 9.66 | M.T. |
AI Tender Summary
Tender Timeline
Dec 26, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 04, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 05, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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