Zilla Parishad Tender

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Zilla Parishad - ZP Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Jul 2023
Closing Date31 Jul 2023
Tender Amount₹ 2,97,030 
Notes
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Costs

Description

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BOQ Items

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Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.

129.53

1580

12.2

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Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).

0.09

191

2130.8

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Labour for laying soiling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used) (The item included the cost of obtaining local sand or powdered earth) (a) Single brick flat soling (thickness 75 mm) (old bricks)

2.85

102

35.84

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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (New bricks)

126.68

45731

361

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(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

1.91

1788

936.21

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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (a) M-15 Grade Using concrete mixer.

0.08

380

5074.82

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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation

12.95

69516

5368.05

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Brick work with 1st class bricks in cement mortar (1:6) (b ) In superstructure

0.56

3130

5591.05

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster

1.5

222

148.55

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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.

1.5

49

32.75

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Supplying empty Cement bags in good condition

64

211

3.3

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Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.

64

224

3.5

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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.

17.27

3695

214

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Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. (A) M-20 Grade Using concrete mixer

17.27

102652

5943.98

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD.

10.67

1927

180.6

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Supplying fitting and fixing with labour for 10 cm dia Eucalyptus bullah of 5.00mtr length driving two third of total ballah at work site including dressing, making one end pointed (dia of bullah measured at 1.5m from the thicker end.)driving u c ballah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and placing heads incl 2.00no runner of 100mm dia ballah and 100.00mm dia ballah for tie bar @2.25m c/c including coal tarring

5

15704

3140.82

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Close Bamboo Walling made of 65 mm to 75 mm dia Bamboos (in Single line) driven about half-length inti the ground site by site , with stout stays at an interval of 1 m , 3 nos of half split bamboo runner of same dia of fitted & fixed with nails etc.complete as per direction. iii)With bamboos of length above 2.00 m & upto 2.50 m

4

2068

517

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Add 18% GST

1

44865

44865

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Add 1% L&W cess

1

2940

2940.44



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