Municipality Tender

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Municipality Tender

Works
Civil And Construction
Excavation
Opening Date21 Nov 2024
Closing Soon26 Nov 2024
Tender Amount₹ 12,02,655 
Notes
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Costs

Description

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Laying of RCC 450mm dia from;Carting of excavated soils up to a lead of 5.0Km including loading and unloading etc.complete for finished item of work

67.5

72

4914

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Laying of RCC 450mm dia from;Refilling with available excavated earth, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers

270

40

10935

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Laying of RCC 450mm dia from;Constructing 1.20m (5?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base on PCC using solid Bricks of 1.00 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.2 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 2.5 mtr depth

1

46469

46469.58

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Laying of RCC 450mm dia from;Constructing 1.20m (4?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base on PCC using solid Bricks of 0.50 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.2 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 2.0 mtr depth

3

34013

102040.47

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Laying of RCC 450mm dia from;Constructing 904.0 mm (3?0?) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½? thick both inside and outside fitted with 20? dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and hannel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and perational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification. Each Rs. 11,912.00/- TBSP-B.I-02 SSR 20-21

7

16004

112034.58

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Laying of RCC 450mm dia from;Constructing 904.4mm (3?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base on PCC using solid Bricks of 0.10 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.2 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 0.9 mtr depth

7

9870

69096.09

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Laying of RCC 450mm dia from;Lowering the 450mm dia RCC S/S NP 3 pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 (PHE-LRCS-6)

250

351

87950

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Laying of RCC 450mm dia from;Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex factory (rate per meter of effective length) Excluding transportation & taxes (FOR R.C.C. S/S PIPES NP3 SSR 2020-21 )

250

2493

623462.5

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Laying of RCC 450mm dia from;Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH

10

2518

25188

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Laying of RCC 450mm dia from;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) - Ordinary Soil - Mechanical Means.

337.5

128

43277.63

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Laying of RCC 450mm dia from;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH.

6

1866

11200.86



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