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.
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) | |||||
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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 |
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