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Construction Of Hasanpur Mahewa Link Road . , Kheri-Uttar Pradesh

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.




Tender Notice

27207268
Construction Of Hasanpur Mahewa Link Road .
Open Tender
Indian
Uttar Pradesh
Kheri
09-03-2021

Tender Details

Construction Of Hasanpur Mahewa Link Road .

Key Value

Document Fees
INR 2715 /-
EMD
INR 513000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of Hasanpur Mahewa Link road.
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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