Repairing and Renovation of Ranipathar FIS under SOPD_G for the year 2022_23

Amount

Raising of Brick Lined Canal on both bank from Ch.0.00m to 70.00m

Item No.1/ 13.1(ii):1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. in proportion 1:3

Item No.2/ Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered (C) Shuttering (Column)

Item No.3/12.3 :- Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

Item No.4/12.2(A)(i) :- RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No.5/14.2 :-12 mm cement plastering including clearing surface and curing, complete as directed. In proportion 1:3

ITEM NO.6/6.14:- Earth work in back filling of structure with earth obtaining from outside borrow pit filling with 15cm layer, ramming, dressing, watering and compaction including paying compens-ation of land, if any with lead up to 3.00 m and lift 1.50 m.

ITEM NO.7/8-3.3:- Supply fitting fixing of best quality moulded "j" type rubber sealas per IS : 11855: 1985 of following sizes duly bolted to the shutter as per in line hole sizes of the shutter with the help of MS flat of 25mm X 6mm size (for 2 nos of gate) (a) 125mm

Raising of Afflux Bund fro 0.00 M to 341.00 M in left side and 0.00 M to 360 M in right side

Item No.1/6.16A:-Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).

Raising and Resectioining of Right Bank Main Canal from Ch 70.00m to 143.00m , from Ch. 143.00 m to 173.00 m and from Ch. 143.00 m to 293.00 m and Left Bank Main Canal from Ch 70.00m to 1070.00m

Item No. 1/6.1(A) : Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. A. In ordinary soil

Item No. 2/6.16 : (B) Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity).

Construction of CD

ITEM NO.1:- Earth work in excavation in foundation of canal structures in all types of soil as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoil by head lead to a safe distance from the working place and depositing required spoil in uniform layer, dressing, watering, breaking clods to not more than 10mm cube with compaction as directed at site (Including bailing out stagnant water where necessary) A) All types of soil except soil mixed with gravel and boulder (For normal lead of 30 m and lift of 1.50 m)

ITEM NO.2:- C.C work in prop. 1:3:6 with aggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materials including rodding / vibrating, bailing out of water where necessary and curing with supplying of all materials complete as directed (Temporary arrangement for obtaining clean water should be made at site. (Machine mixed) i) River shingles with shuttering and without de-watering:-

ITEM NO.3:- Supplying, fitting, fixing and laying of M.S rod / Tor steel of all sizes in position as per design and drawing as required including cutting, cranking and making hooks with necessary lappage and tying with black wire complete as directed including cost of all materials. a) Tor steel of all sizes,

ITEM NO.4:- R.C.C work in prop. 1:2:4 with aggregate of size 6 mm to 20 mm free from dust, dirt and other foreign materials with proper reinforcement as per design and drawing including rod-ding / vibrating, curing etc. with bailing out water where necessary complete as directed. (Payment of reinforcement will be made separately) a) River shingles with shuttering and without dewatering:-

ITEM NO.5:- Earth work in back filling of structure with earth obtaining from outside borrow pit filling with 15cm layer, ramming, dressing, watering and compaction including paying compens-ation of land, if any with lead up to 3.00 m and lift 1.50 m.

Sri Rupmani Nath

Sofior Rohman

JOGESH KALITA