Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department Tender

Civil And Construction
Excavation
Eprocure
Opening Date21 Nov 2022
Closing Date28 Nov 2022
Tender AmountRefer Documents 
Notes
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Costs

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BOQ Items

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DO_NOT_SHOW

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Construction of Pond Civil Work ( Sub Estimate)

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Earth work excavating and depositing on bank with initial lead of 10mt and lift of 2mt in hard stiff clay ,stiff black cotton,hard red .earth, shales, murrum,gravel,stoney earth and earth mixed with small size boulders as per ss 20 A. ( For Hard soil )

31.01

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Cement concrete 1:4:8 mix ( one cement four sand and eight aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

7.53

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Supplying and erecting centering for sides Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X '3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification.

132

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Cement concrete in 1:3:6 mix using ( one cement three sand and six aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

45

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Cement concrete in 1:2:4 mix using ( one cement two sand and four aggregate)using 20mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication for etc Complete,

0.68

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R.R.Masonry in CM 1:5 using rough stones

15.51

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Construction of Toilet Near Kanni Koil Pond in Kazhanipakkam Panchayat ( SUB ESTIMATE)

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Earth work excavation for foundation in hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel, stoney earth and earth mixed with 50% fair sized boulders and hard gravelly soil inclusive of shoring, strutting and baling out water wherever necessary including refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and an initial lift of 2m and clearing and levelling the site etc., complete complying with standard specifications.

31.33

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Filling the Basement with excavated earth other than sand etc., complete complying to standard specification.

4.37

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Supplying and filling in foundation and basement with filling sand in layers of not more 15cm thick well rammed watered and compacted etc., complete complying to standard specification.

1.87

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Cement concrete 1:4:8 mix ( one cement four sand and eight aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

4.18

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Random rubble in cement Mortar 1:5 (One cement and five sand) using including mixing mortar and all other labour charges etc complete upto basement

11.45

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Brick work in cement Mortor 1:5 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement

13.81

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Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155)

16.01

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Cement Concrete 1:1.5:3 (one cement one and half sand and three machine broken stone) using 20 mm ISS gauge machine broken HBG metal for RCC works excluding cost and (abrication otreinforcement and centerning shuttering charges but including curing and providing fixtures like fan clampsin the RCC floor or Roof wherever necessary and bearing surfaces of walls sides and bottom of slab, beam etc., shall be finished smooth with cement mortar 1:3 (one cement and three sand) 12mm thick and with kraft paper without claming extra etc as directed by the departmental Officers complete complying with standard specification.

2.5

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Supplying, fabricating and placing in position inild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate. The binding wire shall be supplied by the Contractor.

0.24

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Brick work in cement Mortor 1:5 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement

1.55

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Fabrication and Supply of MILD STEEL DOOR

3

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Towards the Labour charges for fixing in position of Steel Dorrs

1

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Towards the cost and supply of RCC Jolly of size 0.60 X 0.3 m including all charges etc., complete

1

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Towards the supply of Man hole cover

1

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Towards the Labour charges for fixing in position of supplied RCC Jolly and Man hole cover

1

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Plastering with Cement Mortar 1:5 (one cement and five sand ) 12mm thick in all floors including mixing mortar, working in all heights curing watering with all leads and lifts for good water etc., complete complying with standard specification.

94.17

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Plastering with Cement Mortar 1:3 (one cement and three sand ) 20mm thick in all floors including mixing mortar, working in all heights curing watering with all leads and lifts for good water etc., complete complying with standard specification.

57.24

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Finishing the exposed surface of RCC items of work with Cement Mortar 1:3 (one cement and three sand) 10mm. Thick in all floors including racking the surface and all labour charges etc., complete complying with standard specification.

13.91

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Granolithic floor finishing with CC1:2:4 mix using 10mm to 12mm IRC chips 25mm thick including cost and conveyance and all labour charges etc complete.

11

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Paving the flooring with special type of flooring tiles (Cement based Hydraulically pressed Anti skid tiles (20mm thick) in CM 1:3, 20mm thick

13.31

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Dadooing in CM 1:2 mix using any colour glazed tiles including all charges et., complete

7.32

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Finishing the Floor with CM 1:4 mix 20mm thick including all charges etc., complete

4.18

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Painting two coats using approved quality of oil bound distemper including cost and conveyance of paint and all labour charges etc complete

47

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Exterier Emulsion painting two coats with approved emulsion paint including cost and conveyance of paint and all labour charges etc complete

63.04

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Painting TWO coats of new iron works such as steel doors, windows, ventilators, window bars etc with best approved first quality of synthetic enamel pait of approved colour over the existing priming coats, etc complete complying with standard specification.

8.1

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Towards the cost and supply of IWC with foot rest and P-trap, EWC with 10lts tank including all charges etc., complete

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IWC

1

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EWC

1

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Towards the cost and supply of Wash basin with view mirror including all charges etc., complete

1

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Towards the Labour charges for fixing in position of the suplied water closset and wash basin

1

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Providing soak pit arrangement

1

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Towards supply and fixing of hand rails including all charges etc., complete

1

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Towards Supply of G.I Pipes & PVC Pipes and Specials including all charges etc., complete

1

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Towards Water Supply Arrangement and Specials including all charges etc., complete

1

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Sub Estimate - Construction of Paver Block

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Earth work excavation for foundation in hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel, stoney earth and earth mixed with 50% fair sized boulders and hard gravelly soil inclusive of shoring, strutting and baling out water wherever necessary including refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and an initial lift of 2m and clearing and levelling the site etc., complete complying with standard specifications.

15.48

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Cement concrete 1:4:8 mix ( one cement four sand and eight aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

5.16

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Supplying and erecting centering for sides Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X '3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification.

103.2

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Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum.

7.74

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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

19.35

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Providing and laying of Interlocking Concrete Block (Surface Textured) pavements having thickness 60mm and compacted over a thin bedding sand layer of 30mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of specification of Rural roads-2014 and Technical specification clause 1504

129

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Providing Dewatering in kulam

1

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Provision of Information Nameboard Charges

1

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GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column "BB" for all works in this package}

1

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