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Construction Of R.C.C. Head Regulator At Km 0.000 Of Ataury Distributary, amroha-Uttar Pradesh

Irrigation Department has published Construction Of R.C.C. Head Regulator At Km 0.000 Of Ataury Distributary. Submission Date for this Tender is 12-12-2022. Dam Work Tenders in amroha Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

35159715
Construction Of R.C.C. Head Regulator At Km 0.000 Of Ataury Distributary
Open Tender
Indian
Uttar Pradesh
amroha
12-12-2022

Tender Details

Construction Of R.C.C. Head Regulator At Km 0.000 Of Ataury Distributary

Key Value

Document Fees
INR 354 /-
EMD
INR 60000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of R.C.C. Head Regulator at km 0.000 of Ataury Dy.
Sl. No. Item Description
1Earthwork in foundation in dry soil (loam clay or sand) including lift upto 1.50 m and lead upto 30 m and including backfilling, watering and ramming of excavated earth into the tranches or into the space between or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m from the foundation trenches.
2Laying P.C.C. 1:3:6 under Raft, key and wall etc. Including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.
3Laying R.C.C. M-25 (1:1:2) in Raft, wall, bridge slab etc. Including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.
4Laying C.C. M-15 1:2:4 in protection work etc. Including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.
5Laying C.C. M-25 (1:1:2) in linning and wearing coat etc. Including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.
6Centering and Shuttering for ordinary R.C.C. Works including cost of all labour, material and T&P etc. Complete.
7Centering and Shuttering for special type of R.C.C. Works as curves, being bridges, syphon, flared wing walls including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by Engineer-in-charge.
8Laying of reinforcement in R.C.C. Including cutting, bending, binding and placing in position etc. Including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.
9S/L sattlement joint with G.P./Copper/Stainless steel water stop including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.
10Providing and Fixing 225 mm wide water stop seal including cost of all labour and T&P etc. Complete.
11S/F 60 Cm. Long 50mm dia P.V.C. Pipe spout including cost of all labour and T&P etc. Complete.
12Fillingup sealing compound or making contraction joint including cost of all labour and T&P etc. Complete.
13Providing weep holes in abutment and wing walls including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.
14Earth work in fillingfor makingdiversion to be in 20 cm layers including ramming and dressing the surface to be required levels and slopes and also including1.5 lift and 30 meter lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer-in- charge. . :- perM3
15Providing & laying brick on edge soling (kharanja) including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.
16Providing brick line edging on both side of roadincluding all costs of T&P material required for proper completion of work as directed Engineer-in -charge.
17Dismantling of Road from diversion including cost of all labour and T&P etc. Complete.
18Earth work in fillingfor makingApproach Road to be in 20 cm layers including ramming and dressing the surface to be required levels and slopes and also including1.5 lift and 30 meter lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer-in- charge. . :- perM3
19Providing and laying W.B.M. Grade I, compacted to 100 mm thick with 45-90 mm stone ballast: Per Cu.M.
20Providing and laying W.B.M. Grade II, compacted to 75 mm thick with 45-63 mm stone ballas: Per Cu.M.
21Providing and laying W.B.M. Grade III, compacted to 75 mm thick with 22.4 – 53 mm stone ballast: Per
22Providing and laying 50 mm thickB.M. over W.B.M. Surface : Per sq.m.
23Providing and laying 25 mm thickS.D.B.C. overB.M. Surface : Per sq.m.
24First coat bitumen painting over W.B.M. Surface with 16-22.4 mm precoated grit, 80/ 100 maxfalt: Per sq.m.
25Providing and applying Tack coat over prepared surface with M.S. bitumen emulsion @0.30 Kg/ sqm.: Per M2
26Providing and laying 20 mm thick open grade premix over a tack coat :- per sq.m.
27Providingand laying Seal coat Type – B with2.36 mm well graded approved grit and 80/100 bitumen emulsion:- per sq.m.
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