Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Eprocure
Opening Date10 Apr 2025
Closing Soon19 Apr 2025
Tender Amount₹ 11,25,863 
Notes
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Costs

Summary

Construction Of Maa Basuki, Kalimuhin And Badam Mandap At Village Nodhabani

Description

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BOQ Items

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Rigid smooth centring and shuttering for RCC work including false work and dismantling them after casting finished smooth in Ground and First Floor including cost conveyance cost of all labour, labour cess and T & P required for the work with all leads lifts delifts complete etc complete as per specifications and direction of the Engineer-in-chrage for. (a) Column Footing

22.26

248

5522.71

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(b) Column and Beam

127.59

1191

151972.45

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Chajja and Roof Slab

119.07

757

90147.9

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Reinforced Cement Concrete M-25 with 20mm size down graded hard granite crusher broken coarse aggregate of approved quality free from weathered skin mixing in concrete mixer for concreting work in both Ground and First Floor including scaffolding charges, cost , conveyance, royalty, taxes of all construction materials cost of all labour, labour cess and T & P required for the work with all leads lifts delifts complete for the work including mobilisation demobilisation and machineries charges vibrating and compacting concrete including watering and curing for the required period etc complete as per specifications and direction fo the Engineer-in-charge.

26.75

7966

213106.55

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Supplying, cutting, bending binding straightening the coiled or bent up MS/HYSD bars placing and tying the grills in position both in Ground and First Floor including scaffolding charges, cost, conveyance, taxes, cost of all labour, labour cess and T & P required for the work with all leads lifts delifts complete including cost of binding wire 18 to 20 mm gauge etc complete as per drawing design and approved specifications and direction of the Engineer in charge.(The binding wire overlapping,wastage,cauplings, welded joints, spacer bars, chairs,stays, hangers and annealed steel wire for bending and placing shall not be considered for measurement and payment in any shape at all)

24.07

8727

210058.89

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First Class Fly Ash brick masonry 250mm thick with bricks having crushing strength 100 KG/cm2 to 149KG/cm2 in Cement mortar (1:6) in Superstructure (Ground Floor and First Floor) and laying the bricks on full bed of mortar in headers and stretches by breaking the joints at least 6cm in length after soaking the bricks in water before use and racking out joints to a depth of 10mm on the face side including scaffolding charges, cost conveyance royalty, taxes, EMF,DMF and additional charges of all construction materials cost of all labour, labour cess and T & P required for the work with all leads lifts delifts completesupervision curing mobilisation demobilisation and all incidental charges including scaffolding shuttering watering and curing etc complete as per drawing specifcations and direction fo the Engineer-in-charge.

26.31

5815

153005.81

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20mm thick cement plaster in Cement Mortar (1:4) over RCC roof Slab of both Ground and First Floor finished smooth using approved quality of screened sand from approved quarry and cement mixing, watering, curing for the required period so as to attain its strength rounding of corners scaffoding including cost conveyance royalty,taxes, of all construction materials cost of all labour, labour cess and T & P required for the work with all leads lifts delifts completeas per drawing, specifications and direction fo the Engineer-in-charge.

119.07

310

36959.33

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16mm thick cement plaster in Cement Mortar (1:6) over brick work (Outside) both in Ground and First Floor finished smooth using approved quality of screened sand from approved quarry and cement mixing, watering, curing for the required period so as to attain its strength rounding of corners scaffoding charges including cost conveyance royalty,taxes, of all construction materials cost of all labour, labour cess and T & P required for the work with all leads lifts delifts complete as per drawing, specifications and direction fo the Engineer-in-charge.

99.36

282

28108.94

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6mm thick cement plaster in Cement Mortar (1:4) below RCC roof Slab of both Ground and First Floor finished smooth using approved quality of screened sand from approved quarry and cement mixing, watering, curing for the required period so as to attain its strength rounding of corners scaffoding including cost conveyance royalty,taxes, of all construction materials cost of all labour, labour cess and T & P required for the work with all leads lifts delifts complete as per drawing, specifications and direction fo the Engineer-in-charge.

168

253

42520.8

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White washing two coats to the plastered surface using approved quality of cement including cost conveyance taxes, all labour and labour cess all materials etc complete as per drawing, specifications and direction fo the Engineer-in-charge.

144.6

16

2429.28

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2.5 cm thick AS flooring with CC (1:2:4) including punning using 12mm size hard granite crusher broken chips including cost conveyance royalty,taxes, of all construction materials cost of all labour, labour cess and T & P required for the work with all leads lifts delifts etc complete as per specifications and direction of the Engineer-in-charge.

107.25

429

46053.15

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Filling F&P with excavated earth with well watered and rammed

34.59

180

6246.95



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