Public Works Department-PWD has published Construction Of Hasanpur Mahewa Link Road . . Submission Date for this Tender is 09-03-2021. Road Work Tenders in Kheri Uttar Pradesh. Bidders can get complete Tender details and download the document.
Name of Work: Construction of Hasanpur Mahewa Link road. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | 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 300.1 and 300.2 as per Technical Specification clause 301.5 | 1750 | cum | |
2 | 2 | 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 materials and disposal upto a lead of 50 m, dressing of si | 61 | cum | |
3 | 3 | 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. | 73 | cum | |
4 | 4 | Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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 theinterstices of coarse aggregate ,watering and compacting to the required density | 220 | cum | |
5 | 5 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density | 210 | cum | |
6 | 6 | Brick edgeing on both sides of the road of first class brick 8 cm (3") wide and 12 cm. deep laid with mud mortar all including labour & supply of bricks finished to the required template and in proper aligment and also including dressing and ramming the excavated earth as directed by Engineer in charge. As Per S.I No-765 | 0.75 | Km | |
7 | 7 | Construction of shoulders with approved material obtained from excavation of pits spreading grading to reqired slope and compacted to meet requirement Specification. | 450 | cum | |
8 | 8 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . | 2812 | Sqm | |
9 | 9 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . | 2812 | Sqm | |
10 | 10 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 . | 2812 | Sqm | |
11 | 11 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . | 2812 | Sqm | |
12 | 12 | R.C.C Culvert & Hume pipe Culvert 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 materials and disposal upto a lead of 50 m, dressing of si | 187 | cum | |
13 | 13 | 600 mm Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls | 7.5 | Rmt | |
14 | 14 | 350 mm Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls | 15 | Rmt | |
15 | 15 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. | 4 | cum | |
16 | 16 | Plain Cement Concrete M 15 in open foundation complete as per drawing & clause 1500, 1700 & 2100 MORT&H Specifications. | 31 | cum | |
17 | 17 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 | 140.5 | cum | |
18 | 18 | Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 | 90 | Sqm | |
19 | 19 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204 | 0.76 | Sqm | |
20 | 20 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | 0.85 | MT | |
21 | 21 | Drainage Spouts complete as per drawing and Technical specification | 4 | Nos | |
22 | 22 | Providing & Laying M:25 Grade Reinforced Cement Concrete in superstructure as per drawings, Technical specificaitons section 1500, 1700, 1800 & 2300 of MORT&H Specifications (2001) : | 12.75 | cum | |
23 | 23 | Back filling of granular material (40 mm O.B.B.) behind abutment ,wing wall and return wall to the full height compacted to afirm condition complete as per drawing and technical specification. | 16 | cum | |
24 | 24 | Providing weep holes in brick masonary abutment ,wing wall and return wallwith 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face . complete as per drawing and technical specification. | 16 | Rmt |
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