Irrigation Department Tender

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Irrigation Department Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date16 Jul 2022
Closing Date17 Aug 2022
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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C .R Stone Masonry (1:3) For Sleeper on U/S Slope of Dam including Cost of Material ,Labour ,T&P etc. Required For Proper Completion of Work .

3999.66

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Supply & Laying Local Sand on U/S Slope of Dam duly moistened and consolidated as a Filter Material Including Cost of all Labour ,T&P etc. Required for Proper Completion Work

4524.37

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Supply & Laying Stone Kattal on U/S Slope of Dam as a Filter Material Including Cost of all Labour ,T&P etc. Required for Proper Completion Work

12640.75

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Relaying Boulder Pitching on U/S Slope of Adwa Dam Including Cost of all Labour ,T&P etc. Required for Proper Completion Work

28831.37

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Supply & Laying Boulder Pitching on U/S Slope of Dam Including Cost of all Labour ,T&P etc. Required for Proper Completion Work

15753.49

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Making dawla with proper dressing on top of Dam

7686

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Deep struck Cement pointing in 1:2 Cement mortar including curing and all cost of labours materials, and T&P etc. . required for proper completion of work

25253.11

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Earth work in patries on both side of service road and deep pits on carriageway of service road by transported good earth including all lead and lift proper completion and dressing ,labour and T&P etc. as per direction of engineer in charge.

2394

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Construction of granular sub base providing well graded material ,spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the required compaction density as per Technical Specification Clause 401.

2981.25

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 K N in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill up the in the interstices of coarse aggregate, watering and compacting to the required compaction density Grading 2 as per Technical Specification Clause 405.

1788.75

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required compaction density Grading 3 as per Technical Specification Clause 405.

1788.75

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Providing and applying primer coat with bitumen Emulsion(SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

23850

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Providing and applying tack coat with Bitumen VG-10) using Bitumen distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

23850

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.

23850

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

23850

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Brick edging on both side of road with first class brick 8cm wide and 12 cm deep laid with mud mortar including all materials, labour, T&P etc. for proper completion of work.

7.95

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E/W in Digging Foundation For including Cost of all Labour, T&P etc. Required For Proper Completion of Work

11.43

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Class-150 brick work in 1:5 cement and fine sand of 1.25 fineness modulus mortar in Super Structure including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

13.16

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Centring & Shuttering For c.c/R.c.c Work including Rent Shuttering Material , Labour and T&P required for Proper Completion of Work

119.62

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RCC work (1:1.5:3) excluding supply of reinforcement and its binding but including supply of all materials, labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.

6.48

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Cutting Bending ,binding & placing of 10 mm dia steel reinforcement with cost of binding wire including cost of all material , labour, T&P etc. required for proper completion of work

0.44

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Fabrication of mild steel gates including cutting, drilling, welding& hinges and fixing in position including cost of all materials, labour, T&P etc. required for proper completion of work with one coat of red oxide primer.

380

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12mm thick plaster on brick work minimum thickness not less than 10mm with cement and fine sand of 1.25 fineness modulus.in 1:4 mortar. For extra labour and materials for plaster over rough face of one brick wall. Including cost of all Material , labour ,T&P etc. Required for proper completion of work.

112.84

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Providing and Laying M 15 grade Concrete 1:2:4 at top of boundary wall with grit size 4.75 to 20 mm and coarse sand F.M not less than 2. including cost of all material ,Labour, curing and T&P etc. required for proper completion of work.

6.5

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Providing and fixing 10 Gauge G.I. wire mesh 100x100 mm size with angle Iron post 75x75x6mm of 2.5 m long and its fixing with 1:2:4 cc of 30x30x60 cm pit . including cost of all material ,Labour and T&P etc. required for proper completion of work.

30

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Crack Repairing Rate using CementitiousMaterial : Surface cleaning along the crack, cutting of V slot 25 mm deep along crack, fixing of 12 mm size nozzle for grouting at 2 m intervals, cleaning and saturating the slot, application of bonding coat using Megamix-II (XYPEX) or equivalent and fill the slot with special/approved mortar.

645

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