30000ltr OHT at Melaagraharam Alavandhipuram

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

Tender Inviting Authority: BLOCK DEVELOPMENT OFFICER (B.P), PAPANASAM BLOCK IN THANJAVUR DISTRICT.

Name of Work: THANJAVUR DISTRICT - 15 Th Finanace DP 2025-2026 Part.1 Construction of 30000 Ltr OHT at Mela Agraharam in Alavandhipuram Panchayat .

Papanasam Block.

Name of the Bidder/ Bidding Firm / Company :

1 Part.1 Construction of 30000 Ltr OHT at Mela Agraharam in Alavandhipuram Panchayat .

2 Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart

3 First depth of 2m 0.999 Cu.m Excess(+) Full Conversion INR

4 2 nd Depth 0.999 Cu.m Excess(+) Full Conversion INR

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

6 Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. 0.000 Cu.m Excess(+) Full Conversion INR

7 RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department

8 For footing below G.L. ( 1.50 m to 4.50 m below GL ) 0.999 Cu.m Excess(+) Full Conversion INR

9 For Column and Brace upto G.L ( 0 m to1.50 m below GL ) 0.000 Cu.m Excess(+) Full Conversion INR

10 For column and brace I 0 m to 4.50 m from GL 0.000 Cu.m Excess(+) Full Conversion INR

11 For column and brace II 4.50 m to 7.32 m from GL 0.000 Cu.m Excess(+) Full Conversion INR

12 For column and brace III 7.32 m to 10.98 m from GL 0.999 Cu.m Excess(+) Full Conversion INR

13 For column beam floor slab side wall from 10.98m to 14.64 m from GL 0.000 Cu.m Excess(+) Full Conversion INR

14 For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL 0.999 Cu.m Excess(+) Full Conversion INR

15 Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding

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

17 From GL 0 m to 3.30 M 0.000 Sq.m Excess(+) Full Conversion INR

18 From 5.30. m to 6.30 m 0.000 Sq.m Excess(+) Full Conversion INR

19 From 6.30. m to 9.30 m 0.000 Sq.m Excess(+) Full Conversion INR

20 From 9.30. m to 12.30 m 0.999 Sq.m Excess(+) Full Conversion INR

21 From 12.30. m to 14.75 m 0.000 Sq.m Excess(+) Full Conversion INR

22 SQUARE COLUMN

23 For column GL ( 0 to 3.30M ) 0.000 Sq.m Excess(+) Full Conversion INR

24 For column ( 3.30 m to 4.30m ). 0.000 Sq.m Excess(+) Full Conversion INR

25 For column ( 4.30 m to 5.30m). 0.999 Sq.m Excess(+) Full Conversion INR

26 For Column (5.30 m to 6.30m ) 0.000 Sq.m Excess(+) Full Conversion INR

27 For Column (6.30 m to 7.30m ) 0.999 Sq.m Excess(+) Full Conversion INR

28 For Column (7.30 m to 8.30m ) 0.999 Sq.m Excess(+) Full Conversion INR

29 For Column (8.30 m to 9.30m ) 0.000 Sq.m Excess(+) Full Conversion INR

30 For Column (9.30 m to 10.30m ) 0.999 Sq.m Excess(+) Full Conversion INR

31 For Column (10.30 m to 11.30m ) 0.999 Sq.m Excess(+) Full Conversion INR

32 For Column (11.30 m to 12.30m ) 0.000 Sq.m Excess(+) Full Conversion INR

33 CURVED SURFACE upto 3.30m ht

34 11.30m to 12.61 0.000 Sq.m Excess(+) Full Conversion INR

35 12.61m to 13.61 0.999 Sq.m Excess(+) Full Conversion INR

36 13.61m to 14.61 0.999 Sq.m Excess(+) Full Conversion INR

37 14.61m to 15.61 0.000 Sq.m Excess(+) Full Conversion INR

38 Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Deparment officers. 0.999 Qtl Excess(+) Full Conversion INR

39 Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Deparment officers 0.000 Sq.m Excess(+) Full Conversion INR

40 Providing MS Ladder & Hand rails arrangements in 30,000 Lits. Capacity OHT With 12.00m Staging Height. 0.000 Each Excess(+) Full Conversion INR

41 Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curring 0.000 Each Excess(+) Full Conversion INR

42 Providing 110mm pvc vent cowl arrangements mosquito proof nylon net and as Dircted 0.000 Each Excess(+) Full Conversion INR

43 Supply and fixing of cut stone of size 0.30mX0.30X0.15m in cm 1:3 below inlet pipe for service reservior as dircted by TWAD board 0.000 Each Excess(+) Full Conversion INR

44 Providing manhole cover of size 0.60mx0.60m in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers. 0.000 Each Excess(+) Full Conversion INR

45 Supply & Delivery of following Pipes and specials for OHT connection

46 Supply of GI Pipes for OHT Connections 65 mm dia

47 65mm GI pipes for inlet connection 0.000 M Excess(+) Full Conversion INR

48 65mm GI pipes for over flow & rain water harvesting pipe 0.000 Each Excess(+) Full Conversion INR

49 50mm GI pipe for scour pipe 0.000 Each Excess(+) Full Conversion INR

50 65mm GI pipe For Delivery pipe 0.000 Each Excess(+) Full Conversion INR

51 90mm pvc threaded coupler 0.000 Each Excess(+) Full Conversion INR

52 63mm pvc threaded coupler 0.000 Each Excess(+) Full Conversion INR

53 65mm Dia GI Tee 0.000 Each Excess(+) Full Conversion INR

54 65mm Dia GI Bend 90 0.000 Each Excess(+) Full Conversion INR

55 65mm Dia GI Bend 0.000 Each Excess(+) Full Conversion INR

56 65mm Dia GI Coupler 0.000 Each Excess(+) Full Conversion INR

57 65mm Dia GI Union 0.000 Each Excess(+) Full Conversion INR

58 65mm Dia GI Elbow 0.000 Each Excess(+) Full Conversion INR

59 50mm Dia GI Union 0.000 Each Excess(+) Full Conversion INR

60 50mm Dia GI Elbow 0.000 Each Excess(+) Full Conversion INR

61 65mm Dia GI Tee 0.000 Each Excess(+) Full Conversion INR

62 65X50mm GI Reducer 0.000 Each Excess(+) Full Conversion INR

63 75mmX63mm PVC Reducer 0.000 Each Excess(+) Full Conversion INR

64 65mm GM Gate Valve 0.000 Each Excess(+) Full Conversion INR

65 50mm GM Gate Valve 0.000 Each Excess(+) Full Conversion INR

66 63mm Pvc 4ksc pipe 0.000 Each Excess(+) Full Conversion INR

67 Refilling of the foundation with excavated soil in layers of thick including ramming watering etc 0.999 Cum Excess(+) Full Conversion INR

68 :Provision for Nameboard 0.000 Each Excess(+) Full Conversion INR

69 Provision for Borewell

70 Drilling of 160mm dia pilot bore Upto 60M depth ending below ground level WD-W0783 0.000 rm Excess(+) Full Conversion INR

71 Reaming from 160/200 mm dia pilot bore to 300mm dia bore as directed by the departmental officers Upto 60M depth ending below ground level WD-W0794 0.000 m Excess(+) Full Conversion INR

72 Labour Charges for inserting PVC casing pipes assembly (with slots and without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete and supplying and packing the annual space with pebbles of size and quality as approved by the departmental officers 140mm PVC casing pipes. WD-W0830 0.000 m Excess(+) Full Conversion INR

73 Charges for developing the Bore well with Air Compressor of 300 / 250 CFM capacity including transportatin, labour and fuel charges for compressor as directed by the departmental officers and conducting yield test by "V" notch methods. WD-W0833 0.000 Hrs Excess(+) Full Conversion INR

74 150mm OD PVC Plain Blue Casing Pipes. (SW/MW).TP-17 0.000 RM Excess(+) Full Conversion INR

75 150mm OD PVC Slot Casing Pipes.(MW) TP-17 0.000 RM Excess(+) Full Conversion INR

76 160mm PVC End Plug (PWD-M-1053) 0.000 no Excess(+) Full Conversion INR

77 50mm upvc Pipe 0.000 no Excess(+) Full Conversion INR

78 50mm GI Flange set WD-M0597 0.000 no Excess(+) Full Conversion INR

79 50mm Clamp set WD-M0617 0.000 no Excess(+) Full Conversion INR

80 Provision for Pipeline (Borewell To OHT)

81 Earth work excavation and depositing on bank with initials lead of 10 m and initial llift of 2m in ordinary soils for a depth of 1.05 m and width of 0.60 m for Pipe Laying works 0.000 rm Excess(+) Full Conversion INR

82 63 mm OD PVC 4 ksc pipe 0.000 m Excess(+) Full Conversion INR

83 Conveyance of PVC rigid pipes with in a lead of 200m lowering into trenches laying to proper grade and alignment ,jointing with pvc spls. with cement paste, testing to the required pressure including conveyance of water upto 1km lead for filling during testing exclu ding the cost pipes& jointing materials.burst occurs during testing,it should be rectified at contractors own cost&as directed by Department officers 0.000 m Excess(+) Full Conversion INR

84 Refilling the trenches with excavated earth after pipes arelaid as directed by Department officers 0.000 m Excess(+) Full Conversion INR

85 63mm PVC Bend 0.000 no Excess(+) Full Conversion INR

86 63 mm Dia PVC Coupler 0.000 no Excess(+) Full Conversion INR

87 63mm x 50mm PVC Tee 0.000 no Excess(+) Full Conversion INR

88 63mm End cap 0.000 no Excess(+) Full Conversion INR

89 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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