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New Construction Of Baijabari Anusuchit Basti Link Road, Azamgarh-Uttar Pradesh

Public Works Department-PWD has published New Construction Of Baijabari Anusuchit Basti Link Road. Submission Date for this Tender is 18-06-2021. Road Work Tenders in Azamgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

28170060
New Construction Of Baijabari Anusuchit Basti Link Road
Open Tender
Indian
Uttar Pradesh
Azamgarh
18-06-2021

Tender Details

New Construction Of Baijabari Anusuchit Basti Link Road

Key Value

Document Fees
INR 2590 /-
EMD
INR 725000.0 /-
Tender Value
INR 1.05 Crore /-

BOQ Items

Name of Work: New Construction of Baijabari Anusuchit Basti Link Road. (As per BOQ)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2. (excluding GST) 4000 Cum
2 2 By Mix in Place Method (for GSB Grading-1 material)\nConstruction of granular sub-base (Grade-1 G.S.B.) by providing well graded material, spreading in uniform layers @1.28 times the specified compacted thicknes 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. (including Royalty and all taxes but excluding GST) 310 Cum
3 3 W.B.M (Grade-2)\nProviding, laying, spreading and compacting stone aggregates of specific sizes 45-63mm to water bound macadam (G-2) specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming Stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per Technical Specification Clause 405. (including Royalty and all taxes but excluding GST) 420 Cum
4 4 W.B.M (Grade-3) \nProviding, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405. (including Royalty and all taxes but excluding GST) 562 Cum
5 5 7cm wide brick edging on both side of road with first class M-150 bricks laid on edge with mud mortar including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I S.I. No. 765 (excluding GST) 1.5 Km.
6 6 Providing and applying prime 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 using mechanical means as per Technical Specification Clause 502. (including Emulsion, Royalty and all taxes but excluding GST) 5625 Sqm
7 7 Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. (including Bitumen, Royalty and all taxes but excluding GST) 5625 Sqm
8 8 Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 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 Type C as per Technical Specification Clause 508. (including Bitumen, Royalty and all taxes but excluding GST) 5625 Sqm
9 9 Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. (including Bitumen, Royalty and all taxes but excluding GST) 5625 Sqm
10 10 Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2. (in patri work) (excluding GST) 680 Cum
11 11 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 20 (Grade) (1:1.5:3), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity laying and fixing of 125 micron thick polythene film, including levelling the formwork spreading the concrete with shovets, rakes, compacted using plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, curing of concrete slabs for 14 days water finishing to lines and grade as per drawing and Technical Specification clause 1501. (excluding GST) 280 Cum
12 12 Providing & laying Hume Pipe culvert 350mm dia. (excluding GST) 3 Nos
13 13 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (for brick work drain) (excluding GST) 210 Cum
14 14 P. C.C. with 1:3:6 cement , coarse sand and 4 cm gauge Dalla grit including all taxes , royalty and including supply of martial , labour and T&P etc. required for proper completion of work as per direction of E/I . (as per SI No. 280) (for brick work drain) (excluding GST) 37 Cum
15 15 Brick Work in 1:3 cement and course sand morter inclduing supply of all material , labour, T&P etc. required for proper completion of work. (as per SI.No. 307) (for brick work drain) (excluding GST) 76 Cum
16 16 12mm. Thick plaster with cement mortar in proportion of 1:3 cement & fine sand of 1.25 F.M.(as per SI.No. 583) (for brick work drain) (excluding GST) 314 Sqm
17 17 Providing and laying in Cement concrete 4:2:1 of not less than strength of M150 (20 mm nominal size grit) Ratio 2 approved coarse sand ratio 1 Cement.(as per SI.No. 279b) (for brick work drain) (excluding GST) 7 Cum
18 18 R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:2:4 (1Cement: 6 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150 (as per SI.No. 283) (for brick work drain) (excluding GST) 7 Cum
19 19 Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded. (as per SI.No. 504) (for brick work drain) (excluding GST) 4 Qtl
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