Tapi Irrigation Development Corporation Tender

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Tapi Irrigation Development Corporation Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date24 Sep 2024
Closing DateCancelled
Tender Amount₹ 5,19,02,525 
Notes
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Costs

  • EMD

    ₹ 2,60,000
  • Document Cost

    ₹ 5,900
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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Item No.4 :- Dismalting R.C.C. works and removal the stuff to a distance of 15 m and all lifts including stacking etc.complete as directed.

123.1

61525

499.8

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Item No.5 :- Removing wet silt from canal bed with 15.00 mtr. lead and 1.50 mtr.including depositing the excavated stuff as directed. Complete as directed

53644.06

5943225

110.79

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Item No.6 :- Excavation in all kinds of soil/Hard Murum/Soft Rock including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and with all lifts as directed

3043.43

594747

195.42

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Item No.7 :- Providing casing embankment using selected pervious material from approved borrow areas (Government acquired land) in layers including cost of all materials, machinery,labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 % of Proctor density using vibratory compactor including cost of water etc., complete with lead upto1 km and all lifts as directed.

383.99

83817

218.28

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Item No.8 :- Providing and laying murrum bedding using material from borrow areab(Private land/contractors own material) in trenches with murrum of approved quality in layers not exceeding 150mm to 200mm,each layer shall be compacted by watering and ramming etc complete with lead upto 1km & all lifts as directed.

324.52

123557

380.74

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Item No.9 :- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for RCC works of retaining walls, piers, abutments, etc. with Batching Plant and Transit mixer including centering,shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. (a) M-15 (20 MSA) (Cement 5.64 bags/Cum) i) For Abutment, wing walls, returns, transition walls

3308.28

22309154

6743.43

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Item No.10 :- Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of abutment, wing walls, returns, transition walls, piers, columns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. . with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. (a) M-20 (20 MSA) (Cement 6.60 bags/Cum) i ) For Abutment, wing walls, returns, transition walls

363.66

2375587

6532.44

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Item No.11 :- Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of abutment, wing walls, returns, transition walls, piers, columns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. . with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. (a) M-20 (20 MSA) (Cement 6.60 bags/Cum) vii) Trough for aqueduct

178.01

1968989

11061.12

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Item No.12 :- Providing and applying wet shotcrete (M-25 : 10MSA) 50 mm thick in two layers through adit / itself of tunnel including admixtures, neccessary machinery , labours ,scaffolding, lighting, drainage, ventilation with providing and all other ancillary operations etc. complete with all lifts.

1118.27

655809

586.45

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Item No.13 :- Providing and Guniting in CM 1:3 (cement consumption 15.94 kg/sqm) pnumatically under pressure of 2.1 to 2.8 kg/Sqcm,with weld mesh 50x50x2.54 mm (13 gauge),after duly cleaning the surface by wire brushing,degreasing etc.including necessary admixture (200ml/bag of cement ),curing etc complete with all lead & lift as directed.

309.48

203674

658.12

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Item No.14 :- Providing and laying in situ M-15 (20 MSA)(28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal lining for side and bed including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer placing in position, finishing with all slope of canal including centering, scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs preparation of sub grade etc. complete with all lifts etc. complete as directed. a) For Bed Linning (Cement 5.64 Bags/Cum)

278.69

1689421

6062.01

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b) For Side Linning by curing with water (Cement 5.64 Bags/Cum)

636.37

3962033

6225.99

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Item No.15 :- Providing pointing with cement mortar for stone masonry including racking joints, centering, scaffolding, curing etc. complete as directed. A) In Cement mortar 1:3

793.81

65949

83.08

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Item No.16 :- Providing & Laying cement plaster 6 mm thick in CM 1:3 single coat without neru finish to concrete surface in all position including centering,scaffolding,curing etc.complete as directed.(0.057 bags/cum)

466.15

64566

138.51

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Item No.17 :- Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed.

41.42

3447552

83234

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Item No.18 :- Providing and fixing 25 mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter upto 0.75 m depth,placing the dowel in position & Effectively grouting the hole with CM 1:1 proportion etc.complete

480

883075

1839.74

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Item No.19 :- Providing and Laying expansion/construction joint with 18 SWG copper plates & shalitex expansion pad below and above the copper plates including sealing the joints with shalitex compound including 50x50x5 mm angle frame with stainless steel bolts etc.as directed(For all slab thickness)

27.39

551874

20148.75

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Item No.20 :- Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

180

147178

817.66

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Item No.21 :- Providing R.C.C .pipe of NP2 class conforming to IS4582003 of following diameter including cost of all material and labour required, inspection charges, transportation to stores, transit insurance, loading, unloading and stacking excluding GST levied by GOI and GOM in all respect etc. complete as directed. f) 450mm dia

135

187852

1391.5

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e) 600mm dia

120

222446

1853.72

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c) 900mm dia

130

462147

3554.98

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Item No.22 :- Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing etc. complete with all lifts as directed. f) 450mm dia

135

34950

258.89

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e) 600mm dia

120

40118

334.32

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c) 900mm dia

130

59027

454.06

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Item No.23 :- Manufacturing with QAP & fabrication of Sliding Type 0.3 X 0.3 Mtr Gate with hoisting arrangement including Manufacturing with QAP, fabrication, erection, commissioning & testing as per standard drawing / approved drawings & Specifications with relevent IS codes mentioned in drawing. All materials used shall conformed to related IS Codes. It includes all materials, Labour charges, machining and machinery charges, with leads & lifts at site etc complete as per drawings and instructions of Engineer-inCharge a) MS Sliding Gate 300mm X 300 mm

24

1496460

62352.51

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b) MS Sliding Gate 450mm X450 mm

26

1760910

67727.33

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c) MS Sliding Gate 600mm X 600 mm

4

321709

80427.49

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Item No.24 :- Repairs & Renovation by Manufacturing, fabrication & erection of following size sliding types gate frame, gate leaf and required capacity screw hoist along with necessary anti corrosive paint, Transportation & necessory Test & Trial as directed by site incharge etc complete job a) MS Skrew Type Gate 900mm X 900 mm

2

519334

259667.21

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Item No.25 :- Providing cohesive non-swelling (CNS) material lining to canals using selected material from approved borrow area (Government acquired land) including cost of all materials, machinery, labour, spreading soil in layers of thickness not more than 150 mm including providing 20 cm or so (perpendicular to side slope) of extra pride ,removing pride just prior to the placement of lining, breaking clods, watering, compacting to density control of not less than 95 % of Proctor density, dressing to required profile including cost of water etc. complete with lead upto1 km for water and all lifts as directed.

213.4

55257

258.94



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