RENOVATION OF BORCHILA INTERMEDIATE LIFT POINT UNDER SOPD for the year 2020_21

Amount

Renovation & Repairing of pumps & starter

Supply and installation of 75 HP pumpset

Rewinding of 75 HP induction motor

Repairng of 75 HP induction motor

Repairing and Overhauling of 75HP pumpset

Supply and Installation 75HP Starter

S.L.7.9.4 PIPE EARTH STATION Supplying & Erection of Pipe Earth Station including supply of all materials with G.I Pipe of 40mm dia x 2.5metre long

S.L.7.9.2 GI EARTH PIPE Supply & Erection of G.I Earth Wire and Earthing of different Substation Item by connecting the existing Earth Pipes with G.I Lugs 6 SWG wire

Repairing of Panel Board

Heavy Duty TPN AC Main Awitch Double Break Suppluing Including fitting, fixing & connection of Heavy duty TPN 415V 200 A AC Main Switch Double Break, HRC Type with side Handle in sheet steel Housing.

SL.2.7 (A) VOLTMETER Supplying including fitting,fixing & connection of 96 mm x 96mm MI voltmeter 0-500 volt suitable for AC 50 Hz supply Accuracy class I in already fabricated LT Conntrol Panel Board Housing along with necessary connecting materials as directed t

SL.(C) AMMETER Supplying including fitting, fixing & connection of 96mm x 96mm CT operated MI Ammeter suitable for AC 50 Hz supply, Accutacy Class I in already fabricated LT Control Panel Board Housing along with necessary connection materials as directed

SL.(A) Pilot Indicating Lamp Supplying including fitting, fixing & connection of pilot indicating lamp threaded, LED Type 25mm in already fabricated LT Control Panel Board Housing along with necessary connecting materials as directed

Sl. 2.7(G)CURRENT TRANSFORMER Supplying including fitting, fixing & connection of Current Transformer (CT) III) 200/5, 10 VA

Sl. 2.7(G)CURRENT TRANSFORMER Supplying including fitting, fixing & connection of Current Transformer (CT) VIII)600/5, 10 VA

Black/ Red Electrical resistant rubber sheet, one side with chequred and other side is cloth finished tested upto 15KVA as per ISS of ISI approved made size: 1.81m(L) x 0.9m(B) x 10mm (T)

LT Cabling

Supply & laying of 31/2 core PVC XLPE insulated Armoured LT power Cable 1.1kV Grade with AI conductor in existing open trench /in air includind fixing with necc. Clamps etc in wall/pole/ other support including End termination iwtyh brass comprssion Gland & cable lug as reqd. & as directed

Supply & laying of 3 core PVC XLPE insulated Armoured LT power Cable 1.1kV Grade with AI conductor in existing open trench /in air includind fixing with necc. Clamps etc in wall/pole/ other support including End termination iwtyh brass comprssion Gland & cable lug as reqd. & as directed Size: 70sq.mmx 3 core

LT CABLE TERMINATION with brass compression glands and Al. lugs. Providing End Terminaation of PVC/XLPE insulated Al. conductor, armoured LT power cable, 1.1kV grade of following sizes with brass compression gland & Al. lugs along with supply of all materials as reqd. & as directed Size: 300sq.mmx 3.5 core

LT CABLE TERMINATION with brass compression glands and Al. lugs. Providing End Terminaation of PVC/XLPE insulated Al. conductor, armoured LT power cable, 1.1kV grade of following sizes with brass compression gland & Al. lugs along with supply of all materials as reqd. & as directed Size: 70sq.mmx 3.0 core

P.V.C insulated unsheathed copper conductor wire of single core of reputed make of ISI approved for working voltage upto to 1.1 KV : a) 2.5sq mm size

P.V.C insulated unsheathed copper conductor wire of single core of reputed make of ISI approved for working voltage upto to 1.1 KV : b) 6.0sq mm size

Pipes and Accessories

a) CIDF Reflex Valve: Heavy Duty CIDF Reflex Valve, swing check type, with by pass arrangement, horizontal operating. The holes of the flange to be asper BSS NO - 10 , Part-I, Table d and the materials, construction and all components should strictly conformto IS : 5312 (Part- I) - 2004 and having marked with manufacturer's name and trade mark Make: Kirloskar/Upadyaya/Zolato/ Venus & equipment. (with installation) V)250mm dia

Pipe joining set complete with 6mm thick moulded Rubber Gasket, M.S Nuts& bolts with washer suitable for e) 250mm dia flanged pipe

Miscellaneous items required for operation of 4 no. 75 HP Pumset

Renovation of Main Canal (Slab Lining) from Ch. 35.00 M to 833.00 M

Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

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.

Cement Concrete work in prop 1:2:4 in foundation abutment/piers / wing walls etc. with hard broken stoneaggregate 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 mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3

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).

Renovation of Main Canal (Brick Lined) from Ch. 0.00 M to 32.00 M

Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

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.

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

Cement Concrete work in prop 1:2:4 in foundation abutment/piers / wing walls etc. with hard broken stoneaggregate 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 mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3

Construction of 1.50 cusec capacity brick lined water Courses

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

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, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost 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, complete as directed. (i) in proportion 1:4

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.

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

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

12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3

Labour for laying, fitting & fixing 250mm / 150mm / 100mm(2M long) H/P for outlet in canal system i/c placing in proper place & nominal earth work as necy. Complete

Proving 100mm thick R.C.C slabe with broken stone agg. up to 20mm size in prop. 1:2:4 with 10mm dia M.S. rod at 10cm c/cin both way tide with galvanized wire i/c smoothing the surface curing etc. complete as directed

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).

Renovation of Branch Canal (Slab Lining) from Ch. 0 m to 1000.00m

Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

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.

Cement Concrete work in prop 1:2:4 in foundation abutment/piers / wing walls etc. with hard broken stoneaggregate 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 mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3

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. For (A) With Ordinary soil.

b) Extra lead (Earthwork) for every 30 M or part thereof beyond the initial lead of 30M

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).

Construction of HP culvert

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

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

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, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

RCC pipe 600 mm dia

Labour for fitting and fixing hume pipe in position with collars including joining the cement morter in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed.

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 (Slab)

12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3

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 Operator Shed

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

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

CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 36 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

R.C.C. work in slab, abutment cap and above abutment, pier cap,pedestals, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering ,scaffolding etc. where necessary complete as directed.( shuttering, scaffolding will be paid separately).

Centering and Shuttering including propping, nailing, bolting with earth oiling inside face etc. and removal of formsafter completion of CC and RCC works etc. complete as directed. (Measurement to be taken on the face area timbered). (Abutment/ Return wall/ Piers / Pedestal etc.) (ii) With 38 mm thick wood plank.

12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3

Providing undressed wood work in roof frame structures, purlin etc. including supplying and fixing necessary spike nails, screw, straps, bolts and nuts 16 mm dia etc. complete with kiricide oiling 2 coats as directed (sal wood)

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.

Supplying, fitting and fixing 24 BW GCI sheet roofing including fitting and fixing new galved screws, bolts and nuts and limpit washers etc. complete as directed.

Construction of Latrine and Urinal

Earth work in excavation by mechanical means (Hydraulic excavatory)/ manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm. On plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engineer-incharge. All kinds of soil

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form work fro: Foundations, footings, bases for columns.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level.: 1:2:4 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20 mm down graded stone aggregate including dewatering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) B) super structure from plinth level upt 1st floor level i) hCloumns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill abnd, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 1 cement mortar 1:4 (1 Cement : 4 coarse sand)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m..

Providing soling in foundation and under floor with stone / best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and material and if necessary dewatering complete.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast or dash fasteners shall be paid for separately). Kiln seasoned and chemically treated hollock wood.

112 mm 1st class brick nogged wall in cement mortar including racking out joints and curing complete in super structure above plinth upto 1st floor level (protruding M.S. rod/Tor steel of column to be embedded in cement mortar and will be measured and paid separately).

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm cement hardener considering of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm 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.

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: In cement proportion 1:3.

Providing and fixing glazed shutter for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.

Providing, fitting and fixing M.S. round bars with M.S. flat stiffeners at required spacing in wooden frames of windows and clerestory windows. 16 mm MS rounded bars.

Providing corrugated G.I sheet roofing including vertical/ curved surface fixed with polymmer coated J or L hooks, bolts and nuts 8 mm diameter with bitument and GI limpet washers or with GI limpet washers fitted with white lead including a coat complete (upto any pitch in horizontal/ vertical surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Providing barge board of size 200mm x 20 mm with 1st class Hollock/bonsum timber fitting and fixing with necessary wood screws etc complete. .

Providing dressed wood work in post , walls, battens, post plate, bressumers etc. including supplying and fixing with spikes, nails, bolt and nuts of 12 mm dia (M.S.) and required length etc. complete with kiricide oiling two coats to faces in contact with CC masonry (MS flats, angles cleats and bolts and nuts required for flats, angles cleats wherever use shall be measured and paid separately) b) (Bonsum/Sundi)

Providing undressed wood work in roof truss, rafter, purlin, tie and the like including hoisting and fixing in position with necessary spikes, nails, including MS straps with bolt and nuts etc. complete with kiricide oiling coats to all timber members and two coats of anticorrosive paint to MS straps (MS flats angle, and bolt and nuts required for flat and angle cleats wherever used shall be measured and paid separately) b) Hoolock/Bonsum/Sundi

12 mm cement plaster finished with a floating coat of neat cement of mix: (1 cement : 3 fine sand) 1:3

Renewing glass panes with putty and nails whenever necessary including racking out the old putty float glass of nominal thickness 4 mm (weight not less than 10 kg/sqm. B) 3.00 mm thick

Vitreous china orrisa type WC pan of size 580 mm each Indian jtype WC orissa pattern of size 580x440 sqm.

Construction of Septic Tank with soak pit

Earth work in excavation by mechanical means (Hydraulic excavatory)/ manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm. On plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engineer-incharge. All kinds of soil

Providing soling in foundation and under floor with stone / best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and material and if necessary dewatering complete.

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level.: 1:2:4 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Brick work in cement mortar with 1st class brick including racking out joints and upto plinth level including if necessary curing complete as directed. B) in proportion 1:3)

Centering and shuttering including strutting, propping etc. and removal of form work fro: Foundations, footings, bases for columns.

12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 ( 1 cement : 6 fine ssand)

Providing precast RCC slab over drain , septic tank etc. in prop 1:2:4 reinforced with 10mm MS bar @ 150mm centre both ways with 20 gauge black annealed wire with necessary shuttering, curing etc. complete fixing in position as directed.

Circular shape 450 mm dia precast RCC manhole cover with frame - LD -2.5

Supplying, fitting and fixing PVC/AC smpke vent pipe as directed and specified follows. (a) 100 mm dia

Filling sunken floor with broken jhama bats including compacting and supplying of materials aas directed and specified.

Construction of Hand Tube Well with Platform

Earth work in excavation by mechanical means (Hydraulic excavatory)/ manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm. On plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engineer-incharge. All kinds of soil

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) in Sub-structure upto plinth level including dewatering if necessary (a) In proportion 1:3)

Providing soling in foundation and under floor with stone / best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and material and if necessary dewatering complete.

15 mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 fine ssand)

Supplying and fixing GI pipes of following sizes with all necessary 'R' brand or similar approved GI fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting HW clamps etc complete at all levels including below GL as directed and specified.

Providing and placing in position hand pump of approved quality for 40 mm diameter GI pipe complete with all accessories

Construction of Cattle cart crossing (2 Nos)

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

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, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Brick work in cement mortar with 1st class brick as directed in foundation, retaining walls, plinth & steps including racking out & curing. (i) In proportion 1:3

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.

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 (Slab)

R.C.C. work in slab, abutment cap and above abutment, pier cap,pedestals, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering ,scaffolding etc. where necessary complete as directed.( shuttering, scaffolding will be paid separately).

12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3

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).

Construction of Cattle crossing (5 Nos)

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

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, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Brick work in cement mortar with 1st class brick as directed in foundation, retaining walls, plinth & steps including racking out & curing. (i) In proportion 1:3

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.

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 (Slab)

R.C.C. work in slab, abutment cap and above abutment, pier cap,pedestals, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering ,scaffolding etc. where necessary complete as directed.( shuttering, scaffolding will be paid separately).

12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3

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).

Construction & Installation of Head Regulator and Cross Regulator Gates

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

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, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost 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, complete as directed. (i) in proportion 1:4

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.

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

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

12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3

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.

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)

Supplying, fabricating fitting and fixing of steel gates of cross regulator as per design and drawing and specification including supplying fabricating, fitting and fixing operating platform including supplying of steel beam channel section including supplying of steel beam channel section rubber seal etc embeded partly where necessary and manual operated hoising equiptments including carriage of all materials to work site. complete as directed.

Sri Satyajit Bora

Sushil Kr. Khound

Anuwer Hussain

RABIN CHANDRA SARMAH

JAKIR HUSSAIN

Pradip Kumat Nath