3. Construction Of Ambheta To Dhayki Road
Tender Value
13.81 Lakhs
Estimated cost
Bid Submission
21 Oct 2021
0 days left
EMD
1.38 Lakhs
Bank guarantee accepted
Document Fee
856
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shermau → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
3. Construction Of Ambheta To Dhayki Road
BOQ
| Sl. No. | Item Description |
| 1 | Construction of embankment with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 B11.2 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. |
| 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 smoothwheel 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 Clause405 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 |
| 4 | Dismentaing of Brick Edging as directed by Engg. In charge. |
| 5 | 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. |
| 6 | Same as above but for labour only. |
| 7 | Cartage of maxphalt from godown to site. |
| 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 0.70 kg/sqm area using mechanical means complete as per MORD Specification no 502 [Sr. No. 5.1(I)] |
| 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) |
| 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. |
| 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. |
| 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 |
| 13 | 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 |
| 14 | Construction ofNP-3 Hume pipe culvert of.450.mm dia. along with parapets to allow unhindered longitudinal flow of water(as per sheet attached) |
| 15 | Direction Sign Board of 4\"x3\" size having18 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. |
| 16 | Supply Bitumen Emulsion (SS-1) for priming coat @ 0.70kg/m2 |
| 17 | Supply of Bitumen VG-10 for Tack coat, PC and seal coat |
AI Tender Summary
Tender Timeline
Oct 08, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 22, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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