Renovation and Repairing of Menjeknalla FIS under SOPD-G in Dhemaji district for the year 2023-24 under Dhemaji- jonai Division(Irrigation), Dhemaji(Package No. 1).

Amount

Repairing of Canal and Earthwork back fillingB13:B25B13:B32B20B13:B30A13:B32B20B13:B30A13:B35A13:B34B13:B34B13:B35B13:B32B13:B33B13:B32B13:B31B13:B30B13:B31B13:B32B13:B33B13:B34B13:B35B13:B32

Item 22.5 For Canal (A) Labour charge for dismantling of old CC works of canal structures and carriage the spoils and depositing the same in a safe distance as directed. Carriage up to lead of 30 M and lift upto 1.50 M

Item No 11.1 B (i) Plain CC work in 40% plum hard river boulder of 15 cm to 23 cm size and filled interstices with 60% cement concrete in proportion 1:3:6 with 13 mm to 38 mm size river shingles including curing, shuttering etc, complete as directed. (Shuttering cost will be paid separately).

Item No 12.4 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 10.3 (A) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 MM (i) CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No. 12.2 (A) WITH HARD BROKEN STONE AGGREGATE SIZE 6 MM TO 20 MM (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. 9.1 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). (A) Shuttering (Slab).

Item No. 6.27 Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5M).

Item No. 6.28 River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.

Item No. 18.1 Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10 M apart including laying, fitting the compound in proper position, etc, complete as directed. 170.00m

Item No. 6.26 Earthwork in filling in Marginal bund / Guide bank /Afflux bund /Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed. (A) With ordinary Soil Approch road from main road to pump house

Repairing and extension of Afflux Bund and Boulder Sausage

Item No. 1 / 6.26 : Earthwork in filling in Marginal bund / Guide bund / Afflux bund / canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed. (A)With ordinary Soil ` @ Rs. 4126.15 / RM (As per S.O.R of C.E’s, 2023-24)

Item No. 2 / 21.2 (A) : (A) Construction of 1.00 M dia boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed. (ii) With river boulder @ Rs. 4126.15 / RM (As per S.O.R of C.E’s, 2023-24) ……...................

Item No. 3/ 21.1 (A) : LABOUR CHARGE FOR BANK PITCHING (A)Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope, pitching etc. with local carriage of boulders from a distance of 60 M with lift upto 3 M, complete as directed. @ Rs. 853.55 / Cum (As per S.O.R of C.E’s, 2023-24) ……...................

Repairing and Renovation of Sluice Gate

(Ref Annexure-I (a) : Item No. 1 / 1 : Dismantling of MS shutter of thickness of 6 mm framed with welded horizontal girders and vertical stiffeners of ISMC 100/ ISMC 125/ ISMC 150/ ISA 7575 as directed. The job involves collectiong and stacking of dismantled MS portions at site as measured and subsequent transportation to the deparmental store yard as directed by the department. Rs. 2000.00 / M2 (As per S.O.R (Mech) of C.E’s, 2019-20) ……… Rs. 2000.00 / Sq.m , Multiply schedule rate by a factor 1.05357 as per Circular No 158/SE(TAS)/2022/331 dtd 10th August 2022 = Rs. 2,107.14 / Sq.m

(Ref Annexure-I (a) : Item No. 3/ 3 : Supply, Fabrication, Installation and Commissioning at site including painting of Shutter Assembly of Cross Regulator/ Head Regulator gates of different size made of 6 mm thick M.S. skin plate, with 10 mm dia. hole to be drilled at an interval of 150 mm apart on both the vertical sides and one horizontal side at the bottom at a fixed distance from the edge, and MS channel of size 100 mm x 50 mm x 4.7 mm or 125 mm x 65 mm x 5 mm for shutter frame, Horizontal girders and vertical stiffeners, fitting fixing of C.I. Guide Roller of size 75 mm x 67 mm x 100 mm x 20 mm having 25 mm dia hole with pin Guide roller M.S. bracket of size 90 mm x 90 mm x 250 mm made of 12 mm thick and 90 mm wide M.S. Flat with guide roller pin fitted on the shutter frame, having required slots and holes and supply, fitting and fixing of J' type rubber seal, of size 125 mm, J' type rubber seal corner of size 125 mm, with fabricated M.S. fastener of 50 mm width x 8 mm thick having 10 mm dia. hole at an interval of 150 mm apart for Regulator Gates complete as per design & drawing & as directed. ]

Construction of Sign Board

Item No. 1: Supply of sign board made of 1.60mm thick MS iron sheet Fitted with steel frame of Size 1.05 m x 0.75m fixed with 2 nos. 50mm dia GI(medium) pipes 2.10m above and .60m below ground fitted with C.C. work in proprtion 1:3:6 and Size 0.45m x 0.45m x 0.69 m below ground including painting with approved paint including writing letters complete as directed. Qunantity @ 1 No. per point @ Rs. 12748.20 No ( As per CE's approved rate ) Add GST @ !8%

Forest royalty : Total value of Work = Rs. 4,195,027.25 Value of work excluding GST @18% = Rs. 3,555,107.84

Add Forest Royalty on value of works excluding GST @ 4%

10% on Forest Royalty as DMFT (District Mineral Foundation Trust)

10% ON Forest Royalty as MMDR (Mines & Mineral Development , estoration and Rehabilitation Fund)

Add 1% For labour cess

RANJAN KUTUM

ABIN SWARGIARY

SATYENDRA BORAH