Solar Powered MDTW Scheme (Ten Points) under SOPD for year 2019-20 Package I at Kamalpur LAC

Amount

MECHANICAL PART

Drilling of telescopic vertical bore well in alluvium area as per IS -2800 (Part-I)/1991 upto a depth of 70.00 M for Tube well assembly of 0.45 M dia. and collecting & storing strata sample in suitable container at every 3.0 M including preparation of site, providing and movement of rig up to boring point, water supply, temporary accomodation, consumable like bantonite power, POL and all other materials reqd for the purpose including transportation, labour all complete as directed.

Supplying, fitting, fixing and installation of PVC housing pipe of dia 200 mm and wall thickness of 14.5 mm to 16.2 mm as per IS : 12818-1997 of length 3.00 M

Supplying, fitting, fixing and installation of PVC casing pipe of dia 150 mm and wall thickness of 10 mm to 11.2 mm as per IS : 12818-1997 of length 3.00 M

Supplying, fitting, fixing and installation ofPVC Ribbed Screen Filter of dia 150 mm with wall thickness of 10 mm to 11.2 mm as per IS : 12818-1997 of length 3.00 M

PVC Reducer, 200mm x 150mm

PVC end cap (bail plug ) 150mm dia

MS well cap, 266 mm dia

PVC solvent cement

Hacksaw blade

Emery cloth

Waste cotton

W B grease

Steel brush

Nylon rope, 16 mm

Manila rope, 25 mm

MS Housing clamp , 200 mm dia

Miscellaneous consumables

Labour charge for making Tube-Well assembly : 1 No fitter for 1(one) day @Rs. 350.00 per day

Labour charge for making Tube-Well assembly : 1 No skilled helper for 1 (one) day @Rs.280.00/ per day

Labour charge for making Tube-Well assembly : 4 Nos. un-skilled helper for 1 (one) day @Rs.240.00 / per day

Supply of Materials

Supply of river Pea Gravel of size 4 mm to 8 mm free from dust and other foreign materials including screening and stacking at site, complete as directed.

Carriage of pea-gravel by hand cart to near the bore hole

Belcha @Rs.400.00/No for 1 nos with 1/4 Residual value

Sack with bamboo frame for carriage of pea gravel 2 Nos

Sieve with wooden frame @ Rs.800.00 for 1 nos

Miscelleneous Sundries

Labour charge for shrouding the tube well assembly with river pea gravels by screening, staking and carrying to the bore hole @ Rs.240.00 for 4 ordinary labours

Development by Air Compressor

Mobilisation of Air Compressor with all accessories such as pneumatic flexible rubber hose pipe , GI pipe for air liner and other related materials required for developing from the Sub division HQ to the site and back to by Tractor. Assuming distance to be covered in one direction 25 Km, then for 1 trip = 25 x 2 =50 Km

Development of the tube well with heavy duty Air Compressor of working pressure not less than 8 kgf/cm2 through pneumatic hose pipe with working pressure upto 12 kgf/cm2 and air liner (heavy duty GI pipe of 25 mm dia) put inside the assembly at different depth and at interval by arranging all required materials to carry out the developing works at least 18 hours or till sand free discharge is obtained, which to be recorded (discharge positively)

Miscelleneous item like bamboo, coir string nylonrope, waste cotton etc.

Ordinary Labour 2 Nos for 3 days

Installation and commissioning of Solar PV Modules including Mounting Structure

Supply, fitting, fixing and testing & commissioning of solar powered 7.5 HP oil / water cooled submersible pump set of reputed brand of discharge not less than 900 LPM at 10 metre Head (total dynamic head of 20 M, pump should work upto 25 M head & shut off head 30 M) of delivery size 80mm/100mm and drive rating 415 V, 50 Hz, 3-Phase Induction motor including solar panels, column pipes & other accessories.

Earth work in excavation of foundation trenches including filling up sides of trenches and removal of soils after completion of formation work, dressing, removing, shoring etc complete including bailing out water where necessary in ordinary soil

Soling in foundation in floor at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing (a) Brick on flat soling

Plain Cement Concrete work in proportion 1:3:6 in foundation abutment/piers/wing wall etc. with hard broken aggregate of size 13 mm to 38 mm free from dust & dirt including vibrating, curing , steaming , affolding and bailing out of water if necessary etc. complete as directed. (Shuttering will be paid separately)

Supplying, fitting, fixing and laying reinforcement (TATA) in position R.C.C. works including cutting, bending cracking with two piles 0.91M(20 BWG) annealed wire hooking typing complete as directed.

Centering and shuttering including propping etc. and removal of forms after completion of C.C. and R.C.C. work as necessary as directed complete. (Measurement to be taken in area of timber). (C) Shuttering (Column)

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 with necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

Earth work 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 1.50 m)

20mm dia bolt ( 6 Nos.)

Construction of Control Room

Earth work in excavation of foundation trenches including filling up sides of trenches and remo val of soils after completion of formation work, dressing, removing, shoring etc complete including bailing out water where necessary in ordinary soil

Plain Cement Concrete work in proportion 1:3:6 in foundation abutment/piers/wing wall etc. with hard broken aggregate of size 13 mm to 38 mm free from dust & dirt including vibrating, curing , steaming , affolding and bailing out of water if necessary etc. complete as directed. (Shuttering will be paid separately)

Brick work in cement morter with 1st class brick as directed in foundation, retaining walls, plinth & steps including racking out joints and curing (a) In proportion 1:4

Providing and laying 20 mm thick damp proof course with cement morter in prop. 1:2 with approved damp proffing compound

Earth work in filling in plinth of layer not more than 15 cm thick including necessary carriage, watering and ramming etccompleted as directed (with lead up to 90 m and lift 2.0 m)

Supplying, fitting, fixing and laying reinforcement (TATA) in position R.C.C. works including cutting, bending cracking with two piles 0.91M(20 BWG) annealed wire hooking typing complete as directed.

Centering and shuttering including propping etc. and removal of forms after completion of C.C. and R.C.C. work as necessary as directed complete. (Measurement to be taken in area of timber). (C) Shuttering (Column).

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 with necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) (a) M 15

125 mm thick 1st class brick nogged wall in cement mortar in prop 1:4 including racking out joints curing etc complete as directed

12 mm thick Cement plastering including clearing surface and curing complete as directed b) In cement mortar 1:4

Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. (b) Using other ISI marked approved circular hollow section

Providing galvanized CI sheet roofing including supplying fitting and fixing necessary galved, screw/ iron "J" hooks bolts and nuts with washers etc, complete as directed excluding cost of roof truss (Measurement on net roof area) 0.63 mm thickness (24 BWG)

Providing, fitting and fixing steel windows/ ventilators (openable) of standard rolled steel sections as per relevant I.S. Code-1038 joints mitred and welded with 15mmx3mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device and steel handles, peg stays of 300mm long etc. complete as per drawing including applying a priming coat of red-lead paint.

Distempering two coats including painting two coats to batten with approved paint complete as directed

Soling in foundation in floor at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing (a) 9 cm Brick on flat including sand packing

65 mm thick traced flooring with cement concrete in prop. 1:2:4 with broken stone agg. Of size 6 mm to 20 mm over one 1st class brick flat soling including sand packing of the voids in between the bricks, watering, ramming properly where necessary etc complete and 12 mm thick cement plastering. Fonoshing on top trowelling altering curing complete as directed. ( Brick soling to be paid separately)

Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 kg of fresh cement in appropriate quantity of clean water to cover 10 sq.m of work area and to give a smoth and hard finishing including rounding corners, brooming. curing etc complete as directed.

Construction of Boundary wall

Earth work in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling the quantity as necessary after completion of works, breaking clods in return filling, dressing, rammimg, watering etc and removal of surplus earth with all lead and lift upto 2 m as directed and specified in following classification of soils, including bailing out water where necessary upto a depth below the existing ground level as mention in the approved drawing ans as directed and specified. (a) In ordinary soil

Soling in foundation in floor at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing

C.C. work in proportion 1:3:6 in foundation abutment/piers/wing wall etc. with hard broken aggregate of size 13 mm to 38 mm free from dust & dirt including vibrating, curing , steaming , affolding and bailing out of water if necessary etc. complete as directed. (Shuttering will be paid separately)

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 with necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

Centering and shuttering including propping etc. and removal of forms after completion of C.C. and R.C.C. work as necessary as directed complete. (Measurement to be taken in area of timber) (C) Shuttering (Column)..

Centering and shuttering including propping etc. and removal of forms after completion of C.C. and R.C.C. work as necessary as directed complete. (Measurement to be taken in area of timber) Beams without props

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc including racking out joints and curing etc as complete (a) In proportion 1:4

12 mm thick Cement plastering including clearing surface and curing complete as directed

Supplying, fitting, fixing and laying reinforcement (TATA) in position R.C.C. works including cutting, bending cracking with two piles 0.91M(20 BWG) annealed wire hooking typing complete as directed.

Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 40mm x 40mm x 6mm M.S. angle and with M.S. flat of 40mm x 6mm size as per approved design.Necessary locking arrangement for temporary closing the gate and 2nos.( minimum) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embedded in C.C brick pillers as necessary including a red oxide painting to all iron works as directed and specified.(Separate payment will be made for posts).

Earth work 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 layer not exceeding 15 cm thick including clearing light jungle, removing trees up to 15 cm dia and uprooting roots and stumps from the seat at 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 amd lift upto 15 m complete as directed

Distempering two coats including painting two coats to batten with approved paint complete as directed.

Construction of Brick Lined Canal (Length '= 180.00 M)

Earth work in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring etc removing the surplus soils by head load to a safe distance from the working place and deposing 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) All types of soils except soil mixed with gravel and boulders

Soling in foundation in floor at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing

C.C. work in proportion 1:3:6 in foundation abutment/piers/wing wall etc. with hard broken aggregate of size 13 mm to 25 mm including curing, bailing out of water with timber shuttering, scaffolding etc where necessary. complete as directed. (Shuttering will be paid separately)

C.C. work in proportion 1:2:4 in foundation abutment/piers/wing wall etc. with hard broken aggregate of size 6 mm to 20 mm including curing, bailing out of water with timber shuttering, scaffolding etc where necessary. complete as directed. (Shuttering will be paid separately)

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc including racking out joints and curing etc as complete (a) In proportion 1:4

12 mm thick Cement plastering including clearing surface and curing complete as directed (a) In proportion 1:4

Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately). (i) For 110 mm dia (Outlet at Ch. 30 m, 60m, 90m, 120m & 150m on both side)

Construction of reservoir

Earth work in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring etc removing the surplus soils by head load to a safe distance from the working place and deposing 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) All types of soils except soil mixed with gravel and boulders

Soling in foundation in floor at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing

C.C. work in proportion 1:3:6 in foundation abutment/piers/wing wall etc. with hard broken aggregate of size 13 mm to 25 mm free from dust & dirt including vibrating, curing , steaming , affolding and bailing out of water if necessary etc. complete as directed. (Shuttering will be paid separately)

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc including racking out joints and curing etc as complete (a) In proportion 1:4

12 mm thick Cement plastering including clearing surface and curing complete as directed (a) In proportion 1:4

Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Centering and shuttering including propping etc. and removal of forms after completion of C.C. and R.C.C. work as necessary as directed complete. (Measurement to be taken in area of timber).

Supplying, fitting, fixing and laying reinforcement (TATA) in position R.C.C. works including cutting, bending cracking with two piles 0.91M(20 BWG) annealed wire hooking typing complete as directed.

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 with necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

Supply of Sign Board

Supply of Sign Board made of 1.60 mm thick MS iron sheet fitted with steel frame of size 1.05x0.75 m fixed with 2 Nos. 50 mm dia GI (medium) pipes 2.10 m above and 0.60 m elow ground fitted with CC 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.

M/S ANUJA ENTERPRISE

Deraj Saikia