Con of 30000ltr OHT at Keelatheru in Chakkarapalli Panchayat in Papanasam Block in Thanjavur District under 15th FC BP 2025-2026

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 BP 2025-2026 Part.1 Construction of 30000 Ltr OHT at Keela theru in Chakkarapalli Panchayat .

Papanasam Block.

Name of the Bidder/ Bidding Firm / Company :

1 Part.1 Construction of 30000 Ltr OHT at Keela theru in Chakkarapalli 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 65X50mm GI Reducer 0.000 Each Excess(+) Full Conversion INR

62 75mmX63mm PVC Reducer 0.000 Each Excess(+) Full Conversion INR

63 65mm GM Gate Valve 0.000 Each Excess(+) Full Conversion INR

64 50mm GM Gate Valve 0.000 Each Excess(+) Full Conversion INR

65 63mm Pvc 4ksc pipe 0.000 Each Excess(+) Full Conversion INR

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

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

68 Provision for Platform

69 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 0.000 cum Excess(+) Full Conversion INR

70 Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. 0.000 cum Excess(+) Full Conversion INR

71 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

72 Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers. 0.000 Cu.m Excess(+) Full Conversion INR

73 Cement concrete 1:2:4 (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

74 Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers. 0.999 Sq.m Excess(+) Full Conversion INR

76 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 0.000 cum Excess(+) Full Conversion INR

77 Levelling course with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the TWAD Board Officers. 0.000 cum Excess(+) Full Conversion INR

78 Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete 0.000 cum Excess(+) Full Conversion INR

79 Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. 0.000 cum Excess(+) Full Conversion INR

80 Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers.

81 For foundation and basement 0.000 cum Excess(+) Full Conversion INR

82 For super structure 0.000 cum Excess(+) Full Conversion INR

83 'Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers. 0.999 cum Excess(+) Full Conversion INR

84 Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978. 0.999 Sq.m Excess(+) Full Conversion INR

85 Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers. 0.000 Sq.m Excess(+) Full Conversion INR

86 Special ceiling plastering for RCC Slab with C.M.1:3(One part of cement and Three parts of sand) 10mm thickover RCC surface including labour charges for mixing finishingand curing etc., complete as directed by TWAD Board Officers. 0.000 Sq.m Excess(+) Full Conversion INR

87 finished with Cement mortar 1:3 (one cement and three sand) 20mm thick including labour charges for mixing,finishing and curing etc. complete and as directed by TWAD Board Officers. 0.000 Sq.m Excess(+) Full Conversion INR

88 'Supply and fixing of MS door (Single leaf) of sizes 0.9 x 2.00m in MS angle 50 x 50 x 4mm and MS flat 35 x 6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locing arrangements including two coats of approved enamel painting over one coat of primer 0.000 Each Excess(+) Full Conversion INR

89 Supply, fabricating and fixing in position of RTS rods including cost of steel and binding wire etc., complete. 0.000 Qtl Excess(+) Full Conversion INR

90 Supply and fixing of RCC box type jolly of size 0.6 x 0.45 m 0.000 each Excess(+) Full Conversion INR

91 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 Departm 0.999 Sq.m Excess(+) Full Conversion INR

92 White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by TWAD Board Officers. 0.999 Sq.m Excess(+) Full Conversion INR

93 Weathering Coarse over RCC roof including fixing one coarse of pressed tiles etc., complete. 0.000 Sq.m Excess(+) Full Conversion INR

94 Provision for Pipeline (Borewell To OHT)

95 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

96 63 mm OD PVC 4 ksc pipe 0.000 m Excess(+) Full Conversion INR

97 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

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

99 63mm PVC Bend 0.000 no Excess(+) Full Conversion INR

100 63 mm Dia PVC Coupler 0.000 no Excess(+) Full Conversion INR

101 63mm x 50mm PVC Tee 0.000 no Excess(+) Full Conversion INR

102 63mm End cap 0.000 no Excess(+) Full Conversion INR

103 Provision for Rainwater Harvesting 0.000 no Excess(+) Full Conversion INR

104 Provision for Chlorinator 0.000 no Excess(+) Full Conversion INR

105 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

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