Construction of OHT (60000L) in sathamangalam Village in sathamangalam Panchayat in Thirumanur Block at Ariyalur District under 15th CFC 25-26

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: BLOCK DEVELOPMENT OFFICER (B.P), THIRUMANUR BLOCK IN ARIYALUR DISTRICT.

Name of Work: ARIYALUR DISTRICT - 15th CFC - 2025-2026. Part.1 Construction of OHT (60000L) in sathamangalam village at sathamangalam Panchayat

THIRUMANUR BLOCK.

Name of the Bidder/ Bidding Firm / Company :

1 Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers

2 First depth of 2m From 0 to 2 m below GL 0.000 Cu.m Excess(+) Full Conversion INR

3 Second depth of 1m 0.999 Cu.m Excess(+) Full Conversion INR

4 Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Board officers 0.000 Cu.m Excess(+) Full Conversion INR

5 Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers.. 0.000 Cu.m Excess(+) Full Conversion INR

6 Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers.

7 For items 1.5m to 4.5m below GL 0.999 Cu.m Excess(+) Full Conversion INR

8 For items 0 to 1.50m below GL 0.999 Cu.m Excess(+) Full Conversion INR

9 For items 0m to 4.5m above GL &1.00 m Above G.L 0.000 Cu.m Excess(+) Full Conversion INR

10 For items 4.50m to 7.32m above GL 0.999 Cu.m Excess(+) Full Conversion INR

11 For items 7.32m to 10.98m above GL 0.000 Cu.m Excess(+) Full Conversion INR

12 For items 10.98m to 14.64m above GL 0.000 Cu.m Excess(+) Full Conversion INR

13 For items above 14.64m & up to 18.30m from GL 0.999 Cu.m Excess(+) Full Conversion INR

14 Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers.

15 Plain Surface

16 Below G.L. 0.000 Sq.m Excess(+) Full Conversion INR

17 ABOVE G.L. to 3.30m 0.999 Sq.m Excess(+) Full Conversion INR

18 5.30m . to 6.30m 0.999 Sq.m Excess(+) Full Conversion INR

19 8.31m . to 9.30m 0.999 Sq.m Excess(+) Full Conversion INR

20 11.31m to 12.30m 0.999 Sq.m Excess(+) Full Conversion INR

21 Curved Surface

22 11.30m to 12.30m 0.000 Sq.m Excess(+) Full Conversion INR

23 12.30m to 13.30m 0.999 Sq.m Excess(+) Full Conversion INR

24 13.30m to 14.30m 0.999 Sq.m Excess(+) Full Conversion INR

25 14.31mto 15.30m 0.999 Sq.m Excess(+) Full Conversion INR

26 Square Column

27 Square Column Below GL and upto 3.30m above GL 0.999 Sq.m Excess(+) Full Conversion INR

28 3.31m to 4.30m ht 0.999 Sq.m Excess(+) Full Conversion INR

29 4.30 to 5.30m 0.999 Sq.m Excess(+) Full Conversion INR

30 5.30 to 6.30m 0.999 Sq.m Excess(+) Full Conversion INR

31 6.30 to 7.30m 0.999 Sq.m Excess(+) Full Conversion INR

32 7.30 to 8.30m 0.999 Sq.m Excess(+) Full Conversion INR

33 8.30 to 9.30m 0.999 Sq.m Excess(+) Full Conversion INR

34 9.30 to 10.30m 0.999 Sq.m Excess(+) Full Conversion INR

35 10.30 to 11.30m 0.999 Sq.m Excess(+) Full Conversion INR

36 11.30 to 12.30m 0.000 Sq.m Excess(+) Full Conversion INR

37 Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers. 0.999 Sq.m Excess(+) Full Conversion INR

38 Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers. 0.000 Qtl Excess(+) Full Conversion INR

39 Supply delivery and fixing of staircase with M30 grade concrete for landings, MS ladder of 0.45m wide using 50x50x5mm MS angles for sides and steps at 0.30m c/c, with GI pipe handrails using 32mm GI pipes for railings and verical support at 0.45m C/c, MS flats (Size 40mm x 5mm ) for horizontal ties at 0.3m c/c and at bottom with Anchor fastener bolts of size 12mm x 75mm including cost of materials labour for fabrication of handrails fixing, painting etc., complete. 0.000 No Excess(+) Full Conversion INR

40 Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers. 0.000 Each Excess(+) Full Conversion INR

41 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 0.000 Each Excess(+) Full Conversion INR

42 Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers 0.000 Each Excess(+) Full Conversion INR

43 Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers. 0.000 Each Excess(+) Full Conversion INR

44 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 0.000 Each Excess(+) Full Conversion INR

45 Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below.

46 65mm GI pipes for over flow & rain water harvesting pipe 0.000 M Excess(+) Full Conversion INR

47 65mm GI pipes for over flow & rain water harvesting pipe 0.000 M Excess(+) Full Conversion INR

48 50mm GI pipes for scour pipe 0.000 No Excess(+) Full Conversion INR

49 65mm GI pipe for delivery pipe 0.000 No Excess(+) Full Conversion INR

50 90mm PVC Threaded coupler 0.000 No Excess(+) Full Conversion INR

51 63mm PVC Threaded coupler 0.000 No Excess(+) Full Conversion INR

52 65mm dia GI Tee 0.000 No Excess(+) Full Conversion INR

53 65mm dia GI bend 90 0.000 No Excess(+) Full Conversion INR

54 65mm dia GI bend (short) 0.000 No Excess(+) Full Conversion INR

55 65mm GI coupler 0.000 No Excess(+) Full Conversion INR

56 65mm GI union 0.000 No Excess(+) Full Conversion INR

57 65mm GI Elbow 0.000 No Excess(+) Full Conversion INR

58 50mm GI union 0.000 No Excess(+) Full Conversion INR

59 50mm GI Elbow 0.000 No Excess(+) Full Conversion INR

60 65mm GI Tee 0.000 No Excess(+) Full Conversion INR

61 65x50mm GI reducer 0.000 No Excess(+) Full Conversion INR

62 75mmx63mm PVC reducer 0.000 No Excess(+) Full Conversion INR

63 65mm GM gate valve 0.000 No Excess(+) Full Conversion INR

64 50mm GM gate valve 0.000 No Excess(+) Full Conversion INR

65 63 mm PVC 4Ksc Pipe 0.000 M Excess(+) Full Conversion INR

66 Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers 0.000 Cu.m Excess(+) Full Conversion INR

67 Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling. 0.000 No Excess(+) Full Conversion INR

68 Distribution Line

69 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( Page-274) 0.000 M Excess(+) Full Conversion INR

70 Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works ( Page-21) 0.000 M Excess(+) Full Conversion INR

71 Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.( Page-248) 0.000 M Excess(+) Full Conversion INR

72 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.( Page-274) 0.000 M Excess(+) Full Conversion INR

73 Pumping Main

74 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( Page-274) 0.000 M Excess(+) Full Conversion INR

75 Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works ( Page-21) 0.000 M Excess(+) Full Conversion INR

76 Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.( Page-248) 0.000 M Excess(+) Full Conversion INR

77 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.( Page-274) 0.000 M Excess(+) Full Conversion INR

79 Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B 0.999 Cu.m Excess(+) Full Conversion INR

80 Supplying and delivery of Barbed wire using 10 gauge two play and four proposed galvanaish Iron wire of all size cost and conveyance of all labour charges etc 0.000 M Excess(+) Full Conversion INR

81 Labour charges for Barbed wire and chain Link using 10 gauge two play and four proposed galvanaish Iron wire of all size cost and conveyance of all labour charges etc 0.000 M Excess(+) Full Conversion INR

82 Supplying and delivery of Fly Proof Mesh using galvanaish Iron wire of all size cost and conveyance of all labour charges etc 0.000 Sq.m Excess(+) Full Conversion INR

83 Supplying and Fixing of Grill door of size 1.00mX1.50 m including cost and conveyance of all labour charges etc 0.000 No Excess(+) Full Conversion INR

84 Supplying and Fixing of RCC Post of size 0.15x0.15x2.1m 0.000 No Excess(+) Full Conversion INR

85 Provision for Name Board 0.000 No Excess(+) Full Conversion INR

86 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} 0.000 GST Amount (in Rupees) Excess(+) Full Conversion INR

Total in Figures

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