Renovation and Revival of Hatilung FIS under SOPD-G for the year 2023-24 under Lakhimpur-Naoboicha-Bihpuria Division(Irrigation) , North Lakhimpur(Package No.2).

Amount

Renovation of Grade IV Staff Quarter

Item No 1 ( 15.28 ):: Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 15.28.1 G.S. Sheet

Item No 2 ( 15.14 ) :: Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :

Item No 3 ( 15.12 )::Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.12.1 Of area 3 sq. metres and below

Item No 4 ( 15.56) ::Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Item No 5 (15.2):: Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per direction of Engineer - in - charge.

Item No 6 :: (10.16) : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (b) Using 63.5mm x63.5mmx2mm hollow section,=4.30kgs/ RM.

Item No 7 :(12.1): Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Item No 8 (12.4) :Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete

Item no. 9 : (9.1 ) :: Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).

Item no. 10 : (9.6 ) :: Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately) 9.6.1 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : sqm 2682.0

Item No 11 (9.5):: Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows, fixing with butt hinges of requiredsize with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) (Note:- Butt hinges and necessary screws shall be paid separately) 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters

Item No 12 (11.5) :62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Item No 13 (13.1.1): 12mm cement plaster of mix (A) Fair side (a) In cement morter 1:4.

Item No 14 (13.81 ): Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats

Construction of Guide Bund

Item 1 :: Item code: 6.13 Earthwork in filling in Marginal bund / Guide bank / Affluxbund / 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 embankmentand 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) Ordinary Soil

Item 2 :: Item Code: 5.1 Turfing with grass sode of largest possible rectangular and minimum size 30 cm X 30 cm X 10 cm placing closely after dressing hard the surface and fixing sode with split bamboo pegs, watering till the grass grows with lead up to 90 M and lift of 1.50 M, complete as directed.

Removal of silt deposits

Item No.1/6.12 Earthwork in excavation of deposited silt, sand and river debris from the seat of Guide Bunds /Afflux Bunds,etc. including clearing light jungle, removing tree upto 15 cm dia, and uprooting roots and stumps, etc, from the seat of Guide Bunds / Afflux Bunds, etc. including dressing, carriage of excavated earth and depositing the same in stacks at a distance not less than 80 M from the axis of the Guide Bunds / Afflux Bunds, etc. including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approveddrawing and complete as directed and specified.

Construction of Sluice Gate(2 Nos.)

Item No 1 (6.4 ) :: Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (A)In all types of soil (except soil mixed with gravel and boulder)

Item No 2 (10.3 ) :: WITH HARD RIVER SHINGLES 13 MM TO 38 MM (i) CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13mm 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 3 :( 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 4 (10.2 )CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 6mm 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). (12.40-(E) : Plain/Reinforced cement concrete, in open & 2100 foundation complete as per drawing and technical specification including steel shuttering formwork. ( E ) M-20 Grade 20 (1:2:4) Using concrete mixer

Item No 5 (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).

Item No 6 (9.2 ) Centering and shuttering including propping, nailing,bolting with earth oiling inside face etc and removal offorms after completion of CC and RCC works etc,complete as directed. (Measurement to be taken on theface area timbered). (Abutment / Return Wall / Piers / Pedestal etc.)

Item No 7 : ( 23.30) :: Providing 75 mm dia. Weep Holes including supplying and fixing 75 mm dia PVC pipe in weep holes, complete as directed.

Item No 8 ( 14.2 ) 12 mm cement plastering including clearing surface and curing, complete as directed.

Item No 9 (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 1.5 M).

Construction of Cattle Crossing (2 Nos.)

Item No 1 (6.4 ) :: Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils inuniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation,complete as directed at site. (Including bailing out stagnant rain water where necessary). (A)In all types of soil (except soil mixed with gravel and boulder) (i) For normal lead of 30 M and lift of 1.50 M Manual means up to 3 M.

Item No 2 (10.3 ) :: WITH HARD RIVER SHINGLES 13 MM TO 38 MM (i) CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13mm 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 3 (10.2 ) :: CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard river shingles 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). (12.40-(E) : Plain/Reinforced cement concrete, in open & 2100 foundation complete as per drawing and technical specification including steel shuttering formwork. ( E ) M-20 Grade 20 (1:2:4) Using concrete mixer

Item No 4 :( 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 5 (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).

Item No 6 (9.2 ) Centering and shuttering including propping, nailing,bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc,complete as directed. (Measurement to be taken on theface area timbered).

Item 7 ( 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) Ordinary Soil

Painting Of Cross Regulators

Item No 1 :(Item Code 3.23):: Painting of exposed iron structure complete by one coat of red oxide metal primer, followed by two coats of synthetic enamel paints of different colour shades of reputed brand with proper prior removing rust and foreign materials by steel wire brush as directed

Construction of Sluice Gate Mechanical Part( 2 units)

A. SHUTTER ASSEMBLY Item No 1 :(Item Code 1)::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.

B. LIFTING ARRANGEMENT Item No 2 (Item Code 4(a)):: Supply, Fabrication, installation and commissioning including greasing, painting, etc. at site and fitting fixing of Lifting Arrangement for Regulator gate manually operated including M.S. Screw shaft of 40 mm/ 50mmdia along with C.I. Boss of size 150 mm x 200 mm , thrust bearing of 45 mm/55 mm (ID) ,operating wheel made of GI Pipes of 25 mm dia , securely fixed with lock plate & tool plate on fabricated tool post made of MS Tee bar 80 x 80 x 8mm fitting fixing of all these items complete as per design & drawing and as directed

Repairing of CC Canal

Item No 1 (18.2 ) :: Soling in foundation at all levels includingfilling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Item No 2 (18.4 ) :: CC Work in lined canal in prop 1:2:4 with river shingles of size 6 mm to 20 mm free from dust, dirt and other foreign materials conforming to IS 2116-1965 and 542-1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade,moistened thoroughly by hand placing / mechanical placing in canal of not more than 3 M sides withsuitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete includingfinishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc,complete as directed. (Proper arrangement for obtaining clean water should be made at site).

Item No 3 (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.

Forest Royalty: ( Total value of th work =4620072.69/- Total value of the work excluding 18% GST =3915315.84/-)

Add 4% for forest royalty on total work value excluding 18% GST

Add 10% MMDRR of forest royalty

Add 10 % DMFT of Forest Royalty

Add 1% for labour cess

REBAT SONOWAL