Construction Of Bridge On Approach Road Muwal To Mahudafala Padla .

Tender Notice

28209159
Corrigendum : Construction Of Bridge On Approach Road Muwal To Mahudafala Padla .
Indian
Rajasthan
11-07-2021
14-07-2021
16-07-2021

Tender Details

Construction Of Bridge On Approach Road Muwal To Mahudafala Padla .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 11-Jul-2021 Technical Bid Technical Bid 14-07-2021

Key Value

Document Fees
INR 5000 /-
EMD
Refer document
Tender Value
INR 6.04 Crore /-

BOQ Items

Name of Work: Construction of Bridge on Approach Road Muwal to Mahudafala Padla.
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 5120.96 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 597.8 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 1675.8 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 956.48 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 1014.61 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 341.04 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 1038.8 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 124.72 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. 180 No.
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 2191.27 Cum
11 11 Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]. TMT Bars 228.9 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]. 600.8 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 1394.96 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]. 1853.5 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\ndirection of EI 72 No.
16 16 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 610.1 Cum
17 17 Providing and laying TMT bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600] 71.84 MT
18 18 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]. 49.9 Cum
19 19 Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700] 190.86 Cum
20 20 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
21 21 Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605. 87.04 Sqm
22 22 Providing and laying 12mm thick Bitumen Mastic wearing coat with bitumen of grade S35 as per Table 500-27, 10.2% by weight on prepared base including coarse aggregate as per table 500-29, and lime stone powder as filler, complete including tack coat. (MoRTH specification : Clause 515). 110.88 Sqm
23 23 Earthwork in excavation in ordinary rock, including stacking / disposal of surplus Material exclusive of compensation of earth. By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs. 2775 Cum
24 24 Earthwork in excavation for roadway in hard rock, including stacking / disposal of surplus Material exclusive of compensation of earth Requiring blasting 6475 Cum
25 25 Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade 314.6 Cum
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