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Tender For Work Of Developing Dharna Sthal/Parking/Facilities Area In Open Area In Commercial Scheme Sector No. 08 In Front Of District Collectorate, Hanumangarh Junction - 1 Earth Work In Excavation In Foundation, Trenches Etc. Including Dressing Of Si, hanumangarh-Rajasthan

Department Of Local Bodies has published Tender For Work Of Developing Dharna Sthal/Parking/Facilities Area In Open Area In Commercial Scheme Sector No. 08 In Front Of District Collectorate, Hanumangarh Junction - 1 Earth Work In Excavation In Foundation, Trenches Etc. Including Dressing Of Si. Submission Date for this Tender is 11-03-2025. Gardening Tenders in hanumangarh Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

48034997
Tender For Work Of Developing Dharna Sthal/Parking/Facilities Area In Open Area In Commercial Scheme Sector No. 08 In Front Of District Collectorate, Hanumangarh Junction - 1 Earth Work In Excavation In Foundation, Trenches Etc. Including Dressing Of Si
Open Tender
Indian
Rajasthan
Hanumangarh
11-03-2025

Tender Documents

Tender Details

Tender For Work Of Developing Dharna Sthal/Parking/Facilities Area In Open Area In Commercial Scheme Sector No. 08 In Front Of District Collectorate, Hanumangarh Junction - 1 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc. Depth upto 1.5 m 2 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). 3 Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 4 Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 50mm thick. 5 Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 6 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 7 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 8 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 9 Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) 10 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 11 Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 60mm thick 12 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Key Value

Document Fees
INR 1000 /-
EMD
INR 62380.0 /-
Tender Value
INR 31.19 Lakhs /-

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