}

Construction Of N . M . K . Road ( Mdr 149E ) In Km . 10 Left Side Saryu Yojak Nahar Left Patri To Gangapur Farm House Road To Mishrpur Link Road ( Vidhansabha-Balha ) , Bahraich-Uttar Pradesh

Public Works Department-PWD has published Construction Of N . M . K . Road ( Mdr 149E ) In Km . 10 Left Side Saryu Yojak Nahar Left Patri To Gangapur Farm House Road To Mishrpur Link Road ( Vidhansabha-Balha ) . Submission Date for this Tender is 23-04-2020. Road Work Tenders in Bahraich Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24140093
Construction Of N . M . K . Road ( Mdr 149E ) In Km . 10 Left Side Saryu Yojak Nahar Left Patri To Gangapur Farm House Road To Mishrpur Link Road ( Vidhansabha-Balha )
Open Tender
Indian
Uttar Pradesh
Bahraich
23-04-2020

Tender Details

Construction Of N . M . K . Road ( Mdr 149E ) In Km . 10 Left Side Saryu Yojak Nahar Left Patri To Gangapur Farm House Road To Mishrpur Link Road ( Vidhansabha-Balha )

Key Value

Document Fees
INR 2300 /-
EMD
INR 496000.0 /-
Tender Value
INR 58.82 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF N.M.K.ROAD (MDR 149E) IN KM. 10 LEFT SIDE SARYU YOJAK NAHAR LEFT PATRI TO GANGAPUR FARM HOUSE ROAD TO MISHRPUR LINK ROAD (VIDHANSABHA-BALHA)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of embankment with approved materials excavated from roadway sides in cutting or filling lift upto 1.50m with normal lead upto 50m spreding, grading to required slopes and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 BI01010001010000000000000515BI0100001120 2500 Cum
2 2 Earth work in in excavation in trenches for widening of road in ordinary soil (loan clay or sand) including lift upto 1.5m. lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the E/I within a lead of 50m as per S.I. No. 251 BI01010001010000000000000515BI0100001121 75 Cum
3 3 Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. BI01010001010000000000000515BI0100001122 313 Cum
4 4 Cement Treated sub Base Providing, laying and spreading Material on a prepared sub base, cement @ 2% 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 sub base. BI01010001010000000000000515BI0100001123 197.5 Cum
5 5 Cement Treated Base Providing, laying and spreading Material on a prepared sub base, 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 sub base/base. BI01010001010000000000000515BI0100001124 356.25 Cum
6 6 Tack Coat-\nProviding and applying Tack coat with bitumen VG-10 using rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleand with Hydraulic broom as per Technical SPecification Clause 503 BI01010001010000000000000515BI0100001125 4125 Sqm
7 7 Open Graded Premix Carpet 20mm thick-Providing, laying and rolling of open - graded premix carpet of 20mm 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. BI01010001010000000000000515BI0100001126 4125 Sqm
8 8 Seal Coat- 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 BI01010001010000000000000515BI0100001127 4125 Sqm
9 9 Construction of embankment with approved materials obtained from available land as permitted and approved by Engineer-in-charge and as per technical specification clause 301.3.4.1 with all lifts and leads, spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 (Patri) BI01010001010000000000000515BI0100001128 700 Cum
10 10 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. S.I.No. 253 BI01010001010000000000000515BI0100001129 26 Cum
11 11 Providing concrete for plain/reinforced concrete M-15(1:4:8) with cement, coarse sand and stone ballast 40mm in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100001130 1.5 Cum
12 12 Providing and laying filter material with O.B.B. 40mm gauge (nominal size) underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 BI01010001010000000000000515BI0100001131 5 Cum
13 13 Brick masonry work (1:3with coarse sand ) in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 BI01010001010000000000000515BI0100001132 13 Cum
14 14 Providing and laying reinforced cement concrete pipe NP3 900mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (NP-3 900 mm) BI01010001010000000000000515BI0100001133 15 RM
15 15 Providing and laying reinforced cement concrete pipe NP3 350mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (NP-3 350 mm) BI01010001010000000000000515BI0100001134 45 RM
16 16 Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 BI01010001010000000000000515BI0100001135 28 Sqm
17 17 Earth work in filling for cushion on NP-3 Hume Pipe as per S.I. No. 253 BI01010001010000000000000515BI0100001136 80 Cum
18 Total in Figures
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail