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Tender For Sewerage Line For Shimla Town. ( Providing And Laying Of 150 Mm Dia Di Sewer Pipe Line From Existing Chamber To Paboo, Kamyana And Surrounding Areas) Stp Nd Network., shimla-Himachal Pradesh

shimla jal prabandhan nigam limited has published Tender For Sewerage Line For Shimla Town. ( Providing And Laying Of 150 Mm Dia Di Sewer Pipe Line From Existing Chamber To Paboo, Kamyana And Surrounding Areas) Stp Nd Network.. Submission Date for this Tender is 01-03-2024. Pipe Laying Tenders in shimla Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42296881
Tender For Sewerage Line For Shimla Town. ( Providing And Laying Of 150 Mm Dia Di Sewer Pipe Line From Existing Chamber To Paboo, Kamyana And Surrounding Areas) Stp Nd Network.
Open Tender
Indian
Himachal Pradesh
shimla
01-03-2024

Tender Details

Sewerage Line For Shimla Town. ( Providing And Laying Of 150 Mm Dia Di Sewer Pipe Line From Existing Chamber To Paboo, Kamyana And Surrounding Areas) Stp Nd Network.

Key Value

Document Fees
INR 5000 /-
EMD
INR 197450.0 /-
Tender Value
INR 1.64 Crore /-

BOQ Items

Name of work:- Sewerage Line For Shimla Town. (SH:- Providing and laying of 150 mm dia DI sewer pipe line from existing chamber to Paboo, Kamyana and surrounding areas) STP ND Network.
Sl. No. Item Description
1Demolition below G.L. 1.50 Meters depth and disposal of unserviceable materials within 20 meters lead. Un-reinforced cement conrete upto 15 cm thickness.
2Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatlydressed as per direction and to the entire satisfaction of the Engineer-in-Charge
3Providing, layingjointing & testingin trenches centrifugal cast ductile iron (spun) pressure pipes as perIS:8329/2000 Class K-7 duly ISI marked, inside cement mortar lined suitable for tyton (push on joints) for sewer lines including cutting of pipes, chamfering where required (earth work in trenches and jointing of pipes to be measured and paid for separately) including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge.(150mm)
4Providing& fixing in trenches centrifugal cast ductile iron fittings of 9523/2000 class A,series K-12with inside cement mortar lined suitable for tyton (push on joints)with sewers, such as socketed bends of all degrees, socketed, tees, collars and all other required fittings, including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge. (earth work in trenches and jointing offittings to be measured and paid for separately)
5150 mm dia double socket DI Bend of require degree
690 degree
745 degree
822.50 degree
911.25 degree
10providing and fixing DI Tee 150mm x 150 mm x 100mm
11providing fixing MJ Collar
12Providing tyton (Push on joints) to Ductile iron pipes and fittings including the testing of the joints cost of rubber gasket (SBR quality) conforming to IS 12820/1989 (150mm dia)
13150 mm. dia
14Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
15Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofentering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) complete as direction of er-in-charge
16Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- Foundation ,footings basis of columns etc and mass concrete complete as direction of er-in-charge.
17Providing fixining of SFRC frame cover manufacture as per BIS:12592 (Part 1 &2) for Manhole of load capacity of 20 MT having diameter 560 mm complete installation as per direction of er-in-charge.(Form3 Nos of manhole)
18Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofentering, shuttering, finishing and reinforcement,1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) complete as direction iof er-in-charge. (For Slab)
19Providing mild steel/tor steel reinforcement for RCC work includng bending binding and placing in position complete upto level @110kg/m^3 as per the direction of er in charge.
20Stone soling property damaged public path.
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