Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date14 Nov 2024
Closing Date27 Nov 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Cement concrete 1:4:8 (one of cement five of sand and ten of aggregate) using 40mm size hard broken granite stone jelly for flooring including well rammed and rendering the top surface rough to receive the floor finish, curing etc. complete..

10.53

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Brick work in cement mortar 1:5 (One of cement and five of sand ) using country bricks of size 8 3/4" X 4 1/4" X 2 1/4" including proper setting, curing, shoring and strutting, bailing out water etc., complete in all respects.

20.3

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Supplying and erecting, centering for sides and soffits including necessary supports and strutting up to 3.30m height for the following surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size.90cm.x 60cm and 10

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Below GL

73.97

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above GL

17.5

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Reinforcement Cement Concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges, centering and shuttering but icluding curing and providing fixtures like fan clamps in the RCC floor or roof

13.17

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Supplying, fabricating and placing in position of mild steel or ribbed tor steel grills for all RCC works as per the design given including cost of steel and binding wire in all floors etc.complete complying with standard specifications.

1.16

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Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete

45

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Plastering the surface of walls with cement mortar 1:5 (one of cement and four of sand) 12mm thick in all floors Finishing smooth, scaffolding, curing etc., complete complying with standard specification as directed by the departmental officers.

199.57

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Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.

199.57

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Painting two coats over New Iron work such as doors, windows, ventilators, windows bars, balustrades etc., with best approved best quality of synthetic enamal paint of approved colour over the existing priming coat etc., complete.

77.76

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Supplying and fixing colour galvalume sheet roof of 0.47mm thickand steel tubular box section of 100x50x3mm of 1meter interval including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers.

88.43

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Part II : Providing FHTC and Distribution line at Srilankan Refugee Camp at Mandapam Town Panchayat

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Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001

2551.5

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Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works

4050

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Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc

4050

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Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.

2551.5

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Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

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63mm PVC Bend

18

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63mm PVC Coupler

18

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63mm PVC TEE

10

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63mm End cap

6

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Provision for FHTC with Platform and all accessories etc

179

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Part III:Construction of 60000 litre Capacity OHT with 12.00 m staging Height at Srilankan Refugee Camp in Mandapam Town Panchayt.

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Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B

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First depth of 0 to 2 m

72.36

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Second depth of 2.0m to 3.0 m

10.21

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Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers

2.92

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Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification

5.83

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Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers

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Below 1.5m from GL

9.28

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0m to 1.50m below GL

2.53

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0m to 1.00m above GL

0.49

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1.00m to 4.50m above GL

3.51

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4.50 m to 7.32 m above GL

3.17

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7.32 m to 10.98 m above GL

3.58

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10.98 m to 14.64 m above GL

15.6

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14.64 m to 18.30 m above GL

7.41

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Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)

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Plain surface, Below GL

25.89

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From GL to 3.30m

15.89

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From 3.31m to 4.30m

24.19

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From 5.31m to 6.30m

12.58

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From 6.31m to 7.30m

3.31

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From 8.31m to 9.30m

9.93

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From 9.31m to 10.30m

5.96

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From 11.31m to 12.30m

51.54

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Square Column Below GL and upto 3.30m above GL

24.72

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3.31m to 4.30m ht

5.6

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4.31m to 5.30m ht

5.6

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5.31m to 6.30m ht

4.82

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6.31m to 7.30m ht

5.3

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7.31m to 8.30m ht

5.6

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8.31m to 9.30m ht

5.06

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9.31m to 10.30m ht

5.06

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10.31m to 11.30m ht

5.6

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11.31m to 12.30m ht

0.56

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Curved Surface - upto 3.30m ht.

105.16

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Curved Surface - 3.30m to 4.30m ht.

17.02

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Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.

60.45

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Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.

222.17

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Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design

1

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Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers

1

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Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc.,

1

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Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee

1

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Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers

1

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Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers

1

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Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint

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65 mm GI Pipe for inlet , inlet and Overflow

56

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65mm Coupling

8

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65mm Bend

3

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65mm Elbow

4

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65mm Tee

2

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65mm Gate valve

1

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For Distribution line

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50mm GI Pipe

180

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50mm Coupling

30

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50mm Elbow

8

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50mm Tee

3

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50mm Gate valve

2

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63 mm dia PVC Pipe

543

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63 mm dia PVC Elbow

8

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Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001

293.22

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Laying and joining of PVC Pipe including labour charges etc.,

543

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Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.

293.22

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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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