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Construction Of Submersible Bridge On Approach Road Devka In Km . 1 ( P . S . Banswara ) In District Banswara, BANSWARA-Rajasthan

Public Works Department-PWD has published Construction Of Submersible Bridge On Approach Road Devka In Km . 1 ( P . S . Banswara ) In District Banswara. Submission Date for this Tender is 05-02-2021. Bridge Work Tenders in BANSWARA Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

26590202
Construction Of Submersible Bridge On Approach Road Devka In Km . 1 ( P . S . Banswara ) In District Banswara
Open Tender
Indian
Rajasthan
BANSWARA
05-02-2021

Tender Details

Construction Of Submersible Bridge On Approach Road Devka In Km . 1 ( P . S . Banswara ) In District Banswara

Key Value

Document Fees
INR 2000 /-
EMD
Refer document
Tender Value
INR 3.45 Crore /-

BOQ Items

Name of Work: Construction of Submersible Bridge on Approach Road Devka in Km. 1 (P.S. Banswara) in District Banswara
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].\nIn ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS\nDepth upto 3m 3032.68 Cum
2 2 Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].\nIn ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS\nAbove 3m to 6m depth 931.32 Cum
3 3 Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].\nIn Ordinary/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301]. BY MECHANICAL MEANS 1575.32 Cum
4 4 Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].\nIn Hard Rock [MoRTH Specification : Clause 301, 302, 303]. Requiring Blasting 869.232 Cum
5 5 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate\nP.C.C. M-15 grade 542.324 Cum
6 6 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate\nP.C.C. M-20 grade 220.776 Cum
7 7 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate\nR.C.C. M-25 grade 930.81 Cum
8 8 Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600].\nTMT Bar 94.1649 MT
9 9 Providing and fixing foundation anchor bar of 32 mm dia in 150 mm drill hole of depth 1.5 m @ 2m c/c peripheral and grounting is done with standard non shrink grount complete as per direction of EI. 150 Nos.
10 10 Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification.\nDesign mix concrete – [MoRTH Specification : Section 1500 & 1700].\nRCC M-25 grade, including form work\nUpto 5 mtr. height 1026.41 Cum
11 11 Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]. TMT Bars 104.827 MT
12 12 Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205]. 389.4 Rmt
13 13 Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material 929.82 Cum
14 14 Filter medium behind abutment, wing wall and return wall, complete as per drawing and technical specification. (Same as R7.20.3) [MoRTH Specification : Clause 2504]. 370.34 Cum
15 15 Providing & laying in position anchor bolt as per drawing which is made out from MS plate,16 mm bolt with nut, 25 mm dia steel bar and 50 mm GI pipe complete as per direction of EI. 112 Nos.
16 16 Providing & laying Tar paper bearing on the pier and abutment as per specification and direction of EI. 68 Sqm
17 17 Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification.\nDesign mix concrete. [MoRTH Specification : 1500 & 1700].\nRCC M-30 grade Solid slab superstructure 393.848 Cum
18 18 Providing and laying TMT bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600] 47.9215 MT
19 19 Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700]. 37.485 Cum
20 20 Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700] 97.26 Cum
21 21 Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704] 15.12 Cum
22 22 Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605. 80 Sqm
23 23 Cement concrete pavement \nConstruction of Un- reinforced without dowel bar, plain cement concrete 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-30 (Grade), coarse and fine aggregates conforming to IS:383. maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh, batcher using approved mix design, laid in approved fixed side formwork, (Steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plastee including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admistures as approved, curing of concrete slabs for 14-days, \nUsing curing compound and water finishing to lines and grade as per drawing and MoRTH specification clause 1501 including vaccum dewatering process with all required equimpments. 119.6 Cum
24 24 Mukhya Mantri Sadak Yojana Board\nProviding and Erecting typical Mukhya Mantri Sadak Yojana signboard made of two MS sheet of 1.6 mm thick each of size1500 mm x 600 mm and 1200 mm x 150 mm stiffened by angle size 25 mm x 25 mm 3 mm all around the plate and plates welded to each other at two places and assembly of plates fixed on tubular frame of 70 mm x 70 mm 12 SWG sheet Square tube ( vertical post 2500mm with angle holdfasts ) .On the top of 1200x150 mm a circular sheet of 900 mm dia to be fixed as per drawing showing Road logo & name of scheme " Mukhya Mantri Sadak Yojana ".Board duly embeded in cement concrete M-15 grade of block of 300 mmx 300 mm x 600 mm size below ground level .All MS will be stove enameled on both side. Lettering , figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing . 1 Nos.
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