Kulia Nizora FIS under RIDF_XXVIII NABARD for the year 2022_23 under Guwahati West Palashbari Div

Amount

CONSTRUCTION OF GUARD WALL

Item No. 1 : Earthwork in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils in uniform layers, dressing watering breaking clods to not more than 10 mm cube with compaction all complete as directed at site (including bailing out stagnent rain water where necessary) A) In all types of soils (except soil mixed with gravels and boulders) i) For normal lead of 30M to lift of 1.5 m

Item No. 2 : Soling in foundation and under floor including filling interstices ramming etc, complete as directed and as specified thickness. (i) 9 cm brick on flat including sand packing.

Item No. 3 : C.C. work in prop. 1:3:6 in foundation/abutment pier/wing wall etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering and scaffolding etc. where necessary as directed.( shuttering scaffolding cost will be paid seperately) Bed

Item No. 4 : ii) Plain CC work in 40% plum hard blasted 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 stone aggregate including curing, dewatering, shuttering etc, complete as directed. (Shuttering cost will be paid separately).

Item No. 5 : 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).

Item No. 6 : (i) RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc, complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). Footing Post G Beam Top Beam

Item No. 7 : 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. 8 : Supplying, fitting, fixing PVC pipes (IS 12818,6 Kg/cm2 joining pipes with relevant cement, levelling , testing, leakage etc,complete as directed. (Cost of E/W, foundation trenches will be paid seperately) (i) For 110 mm dia

Item No. 9 : 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 1.5 M).

Improvement & Restoration of Main Canal (From Chainage 0.00 m to 890.00 m)

Item No. 1: Cutting jungles and trees upto 50 cm girth including uprooting roots and stumps and removing them from site of work etc, complete as directed. (ii) Medium Jungles.

Item No. 2 : 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. (ii) Carriage up to lead of 30 M and lift upto 1.50 M (For Minor Works)

Item No. 3: 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 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).

Item No. 4 : River sand filling in foundation /plinth in layers not more than 150 mm. thick including carriage loading unloading in measurable stacks and than spreading in bed, watering, ramming, screening etc. complete as directed.

Item No. 5: Soling in foundation and under floor including filling interstices ramming etc, complete as directed and as specified thickness. (i) 9 cm brick on flat including sand packing.

Item No. 6: CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing, bailing out water with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No. 7: 12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:3

Item No. 8: 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 1.5 M

Item No. 9: 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

RESHAPING OF EARTHEN PORTION OF MAIN CANAL FROM CH. 890.00 M TO 1390.00 M

Item No. 1 : 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 : 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)

STRENGTHENING OF AFFLUX BUND (From Ch. 60.00 m to 140.00 m)

Item No. 1: 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 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).

Item No. 2 : Supply and laying of cement bags filled with sand/ earth (as locally available) including stitching the mouth, laying, fixing in position as directed complete with supply of bags, sutlies etc, all complete as directed.

Item No. 3 : Labour charge for filling the cement bags with sand / earth (as locally available) including stitching the mouth, laying the filled bags in position etc, all complete as directed.

Item No. 4 : Construction of whole bamboo single pallasiding with matured jati bamboo post of 6 cm to 7.5 cm dia fixed 15 cm clear apart 1.2 M to 1.5 M above ground and 1 M to 1.20 M below ground with jati bamboo struts placed 1.2 M to 1.5 M apart tied with galvanized wire with 16 G to 18 G with three rows of horizontal half jati bamboo double kamies fixed with 16 G to 18 G, complete as directed.

Installation 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 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed.

LILI JV INFINITY

Deraj Saikia

M/S NIRMALA ENTERPRISES