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Tender For Repair And Maintenance Of Terrace Of Type Iii Old Quarters And Cleaning Of Sewer Line Behind 152, jammu-Jammu And Kashmir

Central Reserve Police Force-CRPF has published Tender For Repair And Maintenance Of Terrace Of Type Iii Old Quarters And Cleaning Of Sewer Line Behind 152. Submission Date for this Tender is 04-11-2023. Barrack Tenders in jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

40393981
Tender For Repair And Maintenance Of Terrace Of Type Iii Old Quarters And Cleaning Of Sewer Line Behind 152
Limitted
Indian
Jammu And Kashmir
jammu
04-11-2023

Tender Details

Repair And Maintenance Of Terrace Of Type Iii Old Quarters And Cleaning Of Sewer Line Behind 152 Repair And Maintenance Of Terrace Of Type Iii Old Quarters And Cleaning Of Sewer Line Behind 152 Men Barrack Type-Ii New Block A B C Type Iii Block And P F Hut No 02 At 33 Bn Gangyal Jammu Jk => Limited

Key Value

Document Fees
Refer document
EMD
INR 7125.0 /-
Tender Value
INR 3.56 Lakhs /-

BOQ Items

Name of Work:“Repair and Maintenance of terrace of type-III (old) quarters & cleaning of sewer line behind 152 men barrack, type-II new block A, B, C, TYPE-III block and P.F hut AT BCS GANGYAL, JAMM(J&K)
Sl. No. Item Description
1Demolishing mud phaska in terracing and disposal of material within 50 metres lead.
2Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
3Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm
4Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
5Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
6Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions
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