Irrigation Department Tender
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Irrigation Department Tender
Civil And Construction
Building Construction
Eprocure
Opening Date17 Jan 2024
Closing DateCancelled
Tender Amount₹ 17,27,000
Costs
EMD
₹ 34,610Document Cost
₹ 2,714Tender Fee
Refer Documents
Summary
Construction Of Recharge Well, Vehicle Parking And C.c. In Approach.
Description
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Contact
Tender Id
2024_UPIDC_881833_1Bid Award Id
ViewTender No
02/E.E./S.S.K.-41/2023-24Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://idup.gov.in/
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Documents
TENDER DOCUMENT, INSTRUCTIONS, TERMS AND CONDITIONS
BOQ Items
R.C.C. work with cement approved coarse sand and 20 mm guage approved stone grit in the proportion of 1:1:5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works. strength of the concrete shall not be less than M-20.
2.45
-
-
Centering & Shuttering for RCC work in building work.
18.5
-
-
Mild steel or iron in plain work such as reinforced concrete of reinforced, brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
2.1
-
-
Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20mm nominal size) as per standard design With 20x20mm square bar.
15
-
-
12 mm plaster with cement mortar in proportion of 1: 3 cement & coarse sand.
208.71
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.
Circular shape 560 mm internal diameter
4
-
-
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.
300 mm dia
60
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
150 mm nominal size dia
60
-
-
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
7.15
-
-
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
7.15
-
-
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
7.15
-
-
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
1.33
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
100
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.
a) 110 mm diameter Pipe
100
-
-
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
8
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. (For Septic Tank)
3
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering, All work up to plinth level : (1 cement : 2coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
20.05
-
-
Providing and laying 80 mm thick Rubber moulded reflecting zig zag tiles of precast compressed C.C. passing minimum 30 Mpa compressive strength ISI marked of approved size, design & shape, laid in grey colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with local sand etc. all complete as per the direction of Engineer-in-charge.
422.26
-
-
Earthwork in filling by power transport for a lead upto 2.0 km including excavation loading, unloading, manual compaction and dressing including all lifts.
182.7
-
-
Providing and laying cement concrete in 1:6:12 (1 Cement : 6 coarse sand : 12 graded Brick Ballast 40 mm nominal size) excluding cost of centering and shutturing- All work upto plinth level.
40.05
-
-
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