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Tender For Fdr To Mbgm Road Portion From Nongjri To Moheshkhola 58Th Km To 85.52 Km Reconstruction Of Spt Bridge Br No.76By2, ranikor-Meghalaya

Meghalaya Infrastructure Development Finance Corporation Ltd has published Tender For Fdr To Mbgm Road Portion From Nongjri To Moheshkhola 58Th Km To 85.52 Km Reconstruction Of Spt Bridge Br No.76By2. Submission Date for this Tender is 19-10-2022. Road Work Tenders in ranikor Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

34334913
Corrigendum : Tender For Fdr To Mbgm Road Portion From Nongjri To Moheshkhola 58Th Km To 85.52 Km Reconstruction Of Spt Bridge Br No.76By2
Open Tender
Indian
Meghalaya
ranikor
19-10-2022

Tender Details

Fdr To Mbgm Road Portion From Nongjri To Moheshkhola 58Th Km To 85.52 Km Reconstruction Of Spt Bridge Br No.76By2

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 17-Oct-2022 Corrigendum Other 19-10-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 198646.0 /-
Tender Value
INR 99.32 Lakhs /-

BOQ Items

Name of Work: FDR to MBGM road( portion from Nongjri to Maheskola (77.50th Km to 85.52 Km) Nature of work: Reconstruction of SPT bridge(Br. No. 76/2) (span = 26 m) at 76th Km with bailey bridge Package No. Ranikor/FDR/01
Sl. No. Item Description
1Construction of Abutments, Wingwalls and Bearing Blocks etc Earth work in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfillingcomplete.
2I) Ordinary soil (i) (upto 3m i/c dewatering)
3II) Orinary rock (Not requiring blasting) upto 3m depth i/c dewatering)
4I) Ordinary soil (i) (upto 3m without dewatering)
5II) Orinary rock (Not requiring blasting) upto 3m depth without dewatering)
6Providing concrete for Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification (MoRT & H specification section 1500 ,1700,2100) I) "PCC Grade M10 (i) Nominial mix 1:3:6 including loading, unloading and haulage of materials.
7Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specificationincluding loading, unloading and haulage of materials. III.P.C.C Grade M20 (1:1.5:3) (ii) Above 5m upto 10 m
8Supplying, fitting and placing HYSDbar reinforcement in super-structure including splicing complete as per drawing and technical specifications. (b) Tor steel
9PCC M15 concrete odinary Grade(1:2;4) leveling course below approach slab complete as per drawing and Technical specificationincluding loading, unloading and haulage of materials. A) P.C.C. grade M15 (ii) Nominal mix 1:2:4
10Providing Reinforced cement concrete M25 approach slab including reinforcement and formwork complete as per drawing and Technical specification. including loading, unloading and haulage of materials.
11Supplying, Fitting and Placing HYSD bar Reinforcement in substructure complete as per Drawing and Technical Specifications.
12Plain/Reinforce cement structure completes as per drawing and technical specification etc including loading, unloading and haulage of materials. VI) RCC Grade M25 (i) Height up to 5 m
13Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
14Boulders fiiling with unsized stone/boulders of one man size 60cm wide behind the abutment, w/wall, R/wall etc . including loading, unloading and haulage of materials.
15Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specifications clause 1204.3.8including loading, unloading and haulage of materials.
16Construction of Return Wall:Construction of Retaining Wall /breast wall in cement mortar 1:5 as per drawing and Technical Specification Clause 1604.
17(A) Earthworkin excavation for structures . II. Orinary rock (not required blasting)
18(B) Plain Cement Concrete M10 grade (ii) Nominal Mix 1:3:6 (hand mixing)
19C) Stone mansonryin cement mortar 1:5.Course Rubble masonry (1st sort) in cement mortar 1:5
20(F) Filter materials behind Retaining wall as per technical spcification clause.
21Construction of embankment with Materials obtained from borrow pits.
22Providing 12mm thick cement plastering in 1:3 including cleaning of the surface curing --- etc --- complete.In cement mortar 1:3
23ENVIRONMENTAL MANAGEMENT PLAN (EMP)
24Air:Springling of water in the settlement and working areas as per instruction and directed by the Engnineers incharge during the stage of construction
25Water quality: At locations specified in the monitoring plan as per IS10,500 and IS2296
26Noise: At equipment yards as directed by the Engineer as per CPCB guideline 1989
27Conservation Biodiversity:
28i) Pre-construction fish species survey in river stream
29ii) Provision of protection net for fish species to stop coming in bridge construction zone
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