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Infrastructural Development Of Gandacherra Sub-Division, Dhalai District / 1000 Seated Capacity Auditorium / Sh:Civil Works, Plumbing Works, Stage Works Including Stage Lighting, Internal Electrification, Sound System And Air Conditioning Works ( 2, gandacherra-Tripura

Public Works Department-PWD has published Infrastructural Development Of Gandacherra Sub-Division, Dhalai District / 1000 Seated Capacity Auditorium / Sh:Civil Works, Plumbing Works, Stage Works Including Stage Lighting, Internal Electrification, Sound System And Air Conditioning Works ( 2. Submission Date for this Tender is 25-10-2022. Electrification Work Tenders in gandacherra Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

34202316
Infrastructural Development Of Gandacherra Sub-Division, Dhalai District / 1000 Seated Capacity Auditorium / Sh:Civil Works, Plumbing Works, Stage Works Including Stage Lighting, Internal Electrification, Sound System And Air Conditioning Works ( 2
Open Tender
Indian
Tripura
gandacherra
25-10-2022

Tender Details

Infrastructural Development Of Gandacherra Sub-Division, Dhalai District / 1000 Seated Capacity Auditorium / Sh:Civil Works, Plumbing Works, Stage Works Including Stage Lighting, Internal Electrification, Sound System And Air Conditioning Works ( 2Nd Call ) . / Construction Ofretaining Wall, Internal Road Of Interlocking Paver Blocks, Drain Etc.

Key Value

Document Fees
INR 4000 /-
EMD
INR 230748.0 /-
Tender Value
INR 1.15 Crore /-

BOQ Items

Name of Work: Infrastructural Development of Gandacherra Sub-Division, Dhalai District / 1000 seated capacity Auditorium/SH:Civil works, plumbing works, Stage works including stage lighting, internal electrification, sound system and air conditioning works(2nd call). / Construction ofretaining wall, internal road of interlocking paver blocks, drain etc.
Sl. No. Item Description
1SH:-EARTH WORK, EROSION CONTROL AND DRAINAGE
2Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 10000 m as per MoRD Technical Specification Clause 301.5.
3SH:-FOUNDATION
4Excavation for Structures (A) Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil i) Upto 3 m depth
5Sand filling Filling in foundation trenches as per drawing &MORD technical specification clauses 305.3.9, 1200 1) Sand filling.
6P.C.C. Grade M10 Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) I) P.C.C grade M 10 (using jhama brick aggregate) i) Nominal mix 1:3:6
7SH:-MISCELLANEOUS ITEMS FOR ROADS
880 mm thick factory made c.c. interlocking paver blcok of M-35 Grade. Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm tick compacted bed of sand, compacting and proper embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishingand sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer-in-Charge: (a) 80 mm thick c.c. paver blcok of M-35 grade with approved colour, design and pattern.
9SH:-SUB-STURCTURE
10Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. II. In 1:4 cement mortar.
11Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per MoRD technical specification Clause 613.4.
12P.C.C grade M 20 Plain cement concrete (using jhama brick aggregate) in substructure complete including formwork as per drawings &MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) P.C.C grade M 20 (1:2:4)(Nominal mix) i) Upto 5 m height
13R.C.C grade M-25 in sub-structure Plain/reinforced cement concrete in substructure complete including formwork as per drawings &MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement). VI) R.C.C grade M-25 i) For height upto 5 m
14Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specificationClauses 1002, 1005, 1010 and 1202.
15Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
16Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
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