Construction of Multi Commodity Cold Storage Project under WIF of NABARD

Amount

EARTH WORK IN EXCAVATION

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.

(A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil

(B) Extra over item no.1.1(A) above for each 1m depth or part thereof beyond the initial depth of 2m

Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered)

(a) Upto a depth of 1.5 metre

(b) Above 1.5 m upto 3.00 m depth

Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.

(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.

Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified.

(a) Within Guwahati city only

Extra lead per km truck carriage for sand gravel beyond the initial lead of 8 km.

CEMENT CONCRETE WORKS:

PLAIN CEMENT CONCRETE WORKS

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

(a) In prop 1cement: 3 sand :6 coarse aggregate by volume

(b) In prop 1cement: 4 sand :8 coarse aggregate by volume

REINFORCED CEMENT CONCRETE WORKS

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm 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) (I) Using Mixer Machine

(A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. N) Without using admixture, plasticiser

b) M20 grade concrete or Prop. 1:1.5:3

c) M25 grade concrete

(B) In super structure from plinth level up to 1st floor level. ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing. N) Without using admixture, plasticiser

b) M20 grade concrete or Prop. 1:1.5:3

SHUTTERING & FORM WORK

TIMBER SHUTTERING ( FORM WORK)

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.

(b) Using 25mm thick plank

Sides of tie beams, grade beams etc. at or below ground level.

(b) Using 25mm thick plank

Columns, Pillars, Posts & Strut (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face

(ii) Using 25mm thick plank

Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M.

(ii) Using 25mm thick plank

Providing form work of ordinary timber planking and removal of the same in edges of slabs and breaks in floors and walls etc. of in-situ reinforced concrete works upto first floor level.

(a) Thickness not exceeding 200mm.

MASONRY WORKS:

BRICK WORKS ( CONVENTIONAL / FLY ASH )

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 materials and if necessary dewatering, complete.

(a).Brick on flat soling.

(b).Brick on edge soling

(c)Stone soling of thickness 150mm

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

(b) In proportion 1:4.

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

(A) 112mm thick brick wall

(a) In cement mortar in proportion 1:4. (1 cement:4 sand)

KOTA STONE SLAB / SAND STONE FLOORING

Kota-stone slab flooring of 18 mm thick over 20mm thick base of cement plaster 1:6 (1 cement : 6 coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.

(1) 550mm x 550mm

STONE MASONARY WORK

Stone masonary work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6 with levelling course of 1:6:12 with both faces hammer dressed including bonding, providing face stone, through stone and centering including racking of joints, curing and supplying and all carriage of stone as directed including payment of forest royalty and sales tax and carriage.

(a) Random Rubble Masonry

CEMENT PLASTERING

10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed.

b) In cement mortar 1:4

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough side

b) In cement mortar 1:4

15 mm thick plain cement mortar bands in cement mortar 1:4 in width including curing complete as directed. A) Up to 300 mm width

a) Flush band

Extra over item no 6.2.1 to 6.2.3 for providing and mixing water proofing materials in cement mortar in prop as recommended by the manufacturer including curing complete as directed. ii) 15 mm thick plaster

b) In cement mortar 1:4

SPECIAL WATHER PROOF COLOURING

Finishing old/new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Dulux (ICI) paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

REINFORCEMENT

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level)

a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL

(ii)Super Ductile (SD) TMT reinforcement bars

c) ISI approved Mild steel reinforcement bar(M.S.Bar)

Providing and fixing galvd. / M.S. tube (light grade) outlet (spout) in cement mortar 1:3 including cutting and making good the wall

(a).25mm bore - 300mm long.

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

b) 75mm thick slab

BEAMS AND JOISTS

Structural steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint (up to 4.6m height) from plinth level including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed.

b) In flat up to 25mm thickness

c) In M.S. angles, channels, Tees etc.

PLINTH PROTECTION AND DRAIN

Providing plinth protection with bricks flat laid in cement mortar 1: 4 and finished with 15mm thick cement plaster in prop. 1:2 with a floating coat of neat cement finish.

Providing drain with cement concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified.

i). 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm.

Felling and removing c).Cutting trees including uprooting and removing where necessary.

(i).500 mm to 1000mm girth.

(ii).1000 mm to 1500mm girth.

Surface dressing of ground including removing vegitation and/ or undulation of ground not exceeding 150mm deep and disposal of rubbish outside the periphery and lift up to 1800mm in all kinds of soil.

Jungle clearence including uprooting of vegitation, grass, brush-wood, sapling and trees not exceeding 300mm girth and disposal of the same outside the periphery and lift upto 1500mm

Cutting down trees where the building is to beconstructed of girth exceeding 300mm, grubb ing up roots, filling pits and levelling off ground lopping branches, trimming and removeing to distance beyond 30m and stacking serviceable materials and cleaning site etc. as directed.

i).Girth exceeding 300mm but not exceeding 1000mm

ii).Girth exceeding 1000mm but not exceeding 1500mm

Providing and fixing galvd. / M.S. tube (light grade) outlet (spout) in cement mortar 1:3 including cutting and making good the wall

(a).25mm bore - 300mm long.

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

b) 75mm thick slab

ENTRANCE GATE

Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts).

Providing rails for plying of rollers of gate made made from 50mm x 6mm size M.S. flat and to be fitted with 3 nos of hinged hold fasts to be embedded in concrete prop. 1:2:4 of 10mm wide and 75 mm deep over brick flat soling 250mm wide including curing etc. complete.

Providing roller to the gate including welding etc.complete

a) With 25mmx50mm (dia) roller

b) With 12.50mmx50mm (dia) roller

PRE CONSTRUCTION ANTI - TERMITE TREATMENT

Pre construction anti - termite treatment at the bottom of foundation pits and walls on either side up to a height of 300mm from bottom of the excavation made for column plinth beam, wall, trenches etc. by applying the emulsion @ 5 (five) litres per square meter of the surface area before starting construction work (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.

a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

Pre construction anti - termite treatment in the back fill in immediate contact with the foundation structure after completion, column, wall etc. to a depth of 450mm and width 300mm (when required refill in 200mm thick layers) applying the emulsion @ 5 (five) litres per square meter towards the concrete and masonry walls so as to ensure earth in contact with the structure well treated - with chemical (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.

a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

Pre construction anti - termite treatment by applying in the entire levelled area after plinth filling and before laying floor by applying the emulsion @ 5 (five) litres per square meter of the surface to be spread with light rodding so as to ensure proper absorption by the filled up earth (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.

a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

Pre construction anti - termite treatment by applying in the junction of walls, column with the floor before laying floor and after operation of item no. 26.1.3 above making a channel 30mmx30mm all over the walls and making rod holes @ 150mm apart up to ground level below and applying emulsion @ 11 litres per square meter of vertical plinth wall surface inside the building so as to soak the soil with the emulsion up to the ground level and refill the holes and channel with the original materials obtained in making channels (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.

a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

Pre construction anti - termite treatment by applying the soil along the external perimeter of the building (after construction completed) to a distance close to the plinth wall as specified and as directed by the deptt. up to a depth of 300mm making rod holes along the line @ 150mm apart to a depth of 300mm and applying emulsion @ 4.5 litres per running meter ensure moistening of the soil with emulsion (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.

a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all levels including below G.L as directed and specified.

a) In exposed surfaces or in trenches.

(iv) 75mm dia.

ROAD WITH CC BLOCK AND CONCRETE EDGE

Granular Sub-base with Well Graded Material ( Table 400.1 ) ( Only for PMGSY work )

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification cl. 401

(ii) For Grading II Material

3) WBM Grading-3 Using stone screening Type-A 13.2 mm for Gr. 3

Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification clause 405

A) By manual Means

Inter locking concrete block pavement

Providing and laying interlocking Concrete Block Pavement having thickness 80mm as per drawing and Technical specification clause 1504

STEEL STAGING OVER HEAD WATER TANK

Steel work welded in built up sections, framed work including cutting, hoisting and fixing in positions and applying priming coat of red-lead paint including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed.

a) In beams and joists with connecting plates/ angled cleat.

Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all levels including below G.L as directed and specified.

a) In exposed surfaces or in trenches.

(ii) 110mm dia.

(iv) 75mm dia.

Supplying fiting and fixing 45degree PVC bend of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified.

a) In exposed surfaces or in trenches.

(ii) 110mm dia.

(iv) 75mm dia.

b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.

(ii) 110mm dia.

Supplying fiting and fixing PVC Plain single tee of (Supreme/ Prince) or other ISI approved including joining, fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified.

a) In exposed surfaces or in trenches.

(ii) 110mm dia.

Supplying fiting and fixing PVC coupler of (Supreme / Prince)or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified.

a) In exposed surfaces or in trenches.

(ii) 110mm dia.

(iv) 75mm dia.

Supplying fiting and fixing PVC reducer of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified.

a) In exposed surfaces or in trenches.

(iii) 110 mm x 90 mm

(iv) 110 mm x 75mm

(viii) 75 mm x 63mm

INTERNAL WATER SUPPLY WORKS

PIPING

Providing and fixing 3 layer (Outer green / GREY coloured UV Stabilised, middle black coloured UV Stabilised and inermost layer white coloured with antimicrobial property) Fusion welded PP-R ( Poly propylene-random copolymer) Pipes, SDR 7.4 having thermal stability for hot and cold water supply conforming IS 15801-2008 including all plain PP-R fittings and brass threaded PP-R fitting and clamping, cutting and making good to the damages.

(A) Exposed or in trenches

SFMC/ FUSION brand or other brand of equivalent quality.

a) PN-16 Pipe,16mm OD,SDR-7.4

b) PN-16 Pipe,20 mm OD,SDR-7.4

c) PN-16 Pipe,25 mm OD,SDR-7.4

d) PN-16 Pipe,32 mm OD,SDR-7.4

e) PN-16 Pipe,40 mm OD,SDR-7.4

f) PN-16 Pipe,50 mm OD,SDR-7.4

(B) Concealed pipe with cutting chases & making good the walls

SFMC/ FUSION brand or other brand of equivalent quality.

a) PN-16 Pipe,16mm OD,SDR-7.4

b) PN-16 Pipe,20 mm OD,SDR-7.4

c) PN-16 Pipe,25 mm OD,SDR-7.4

d) PN-16 Pipe,32 mm OD,SDR-7.4

e) PN-16 Pipe,40 mm OD,SDR-7.4

f) PN-16 Pipe,50 mm OD,SDR-7.4

BIB COCK

Supplying fitting and fixing C.P. bib cock 15mm dia of approved brand directed and specified. (G.I. & C.P pipes will be measured separately)

Jaquare make

(i) Standard

STOP COCK

Supplying fitting and fixing stop-cock of approved brand of size as mentioned below and directed and specified (G.I. & C.P. pipes will be measured and paid separately

I) Brass stop cock (heavy) of Sant make

(i)15mm dia

(ii)20mm dia

(iii) 25mm dia

(iv)32mm dia

(v) 40mm dia

(v) 50mm dia

VALVE

Supplying and fitting gun metal country pit valve (full way valve) I.S.I. Make as specified and directed.

a) 50mm dia

b) 40 mm dia.

c) 25 mm dia.

d) 2O mm dia.

e) 15 mm dia.

Supplying fitting and fixing gun metal check valve including necessary threads to pipes.

a) 50 mm dia (Heavy type)

b) 40 mm dia (Heavy type)

Supplying fitting and fixing G.I. Foot valve with strainer including cutting necessary threads to pipes.

a) 50 mm dia (Heavy type)

b) 40 mm dia (Heavy type)

Supplying and placing plastic cylindrical vertical claused top (PCVC) tank of Sintex / Polycon / Patton make over the stagging with manhole cover with locking and cleaning arrangement including providing pads of size as required for inlet and outlet pipes

2000 Lt capacity

(a) Sintex make

Tube Well

Labour for test boring with 40mm (internal) dia G.I. Pipes including keeping surplus of earth and every 2.00m after first 3.00m depth and delivering the same in nearest P.W.D. camp in the small tin container (container, scaffolding, tools etc. will have to be arranged by the contractor at his own cost).

Machine boring of deep tube well upto 200 mm dia. Bore hole as directed by the Engineer in Charge

Supplying, fitting and fixing pipes plain/bevel ended for casing, conforming to relevant IS codes of practice including supplying and fitting of tube well accessories, lowering of assembly pipes concentrically in the borehole followed by supplying and packing of pea gravel free from dirt, dust and other foreign materials in the annular space between the borehole and assembly pipes complete as directed by the Department. PVC PIPE SUPREME /PRINCE / FUSION /SFMC Brand

viii) 200mm diameter

vii) 160mm diameter

Supplying, fitting and fixing suction pipes plain/bevel ended, conforming to relevant IS codes of practice including supplying and fitting of accessories, lowering of assembly pipes concentrically in the casing pipes complete as directed. B) PVC PIPE SUPREME / PRINCE / FUSION /SFMC Brand

a) 50mm dia

Supplying fitting and fixing ISI approved PVC filter 3.00 metre long.

v) 150mm diameter

Supplying fitting and fixing check valve (non return valve) including thread to pipes.

iv) 50mm diameter

Development of the tube well with compressor or by over pumping unit for 48 hours till sand free discharge is obtained

Flushing, clearing, washing and watering of the tube well

Supplying and packing pea gravel around the periphery of casing including screening washing etc. all complete as directed.

Supplying including installation, connection as approved by the Deptt., testing and commissioning of CENTRIFUGAL MONOBLOCK PUMP SET complete as directed and specified by the deptt.

3 HP single Phase Centrifugal monoblock pump set (Crompton Greaves/ Aquatic/ CRI/ V-Guard make) 2900 rpm with DOL Starter ( Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemens make) .

Supplying including installation, connection as approved by the Deptt., testing and commissioning of SUBMERSIBLE PUMP SET 3 (Three Phase) with steel cable rope and submersible cable complete as directed and specified by the deptt.

Three phase Submersible motor pump set (Texmo / Crompton Greaves/ Aquatic/ CRI/ V-Guar suitable for 100 mm bore well and above. 5 HP STAGE 14 to 50 with MCB controlled Submersible motor pump set control panel.

POT PLANTING

Supplying and planting of terrestrial orchids with required size of pot including filling the pot to the top surface with appropriate soil media made of garden soil, river sand, cow-dung, leaf mould, fertilizer, pesticides as per specification and necessary maintenance for a period of 4 months from the date of planting complete as specified and directed . (Mixing of different ingredients of soil media to be made in presence of Deptt. official / Specialist concerned)

(A) With Aeirides

(I) Using earthen pot of 30 cm dia.

(II) Using earthen pot of 60 cm dia.

(B) With Dendrobium (Hybrid)

(I) Using earthen pot of 30 cm dia.

(II) Using earthen pot of 60 cm dia.

(C) With Mokara

(I) Using earthen pot of 30 cm dia.

(II) Using earthen pot of 60 cm dia.

Supplying and planting of seasonal flower in required size of pot including filling the pot to the top surface with appropriate soil media made of garden soil, river sand, cow-dung, leaf mould, fertilizer, pesticides as per specification and necessary maintenance for a period of 4 months from the date of planting complete as specified and directed . (Mixing of different ingredients of soil media to be made in presence of Deptt. official / Specialist concerned)

(I) Using earthen pot of 30 cm dia.

(II) Using earthen pot of 60 cm dia.

BED PLANTING

Supplying and planting of Dahlia / Chrysanthemum / Gladiolus on the ground ( bed planting, bed size 45 cm x 45 cm x 45 cm) including the preparation of the soil, providing organic manure and fertilizer, pesticides as per specification and necessary maintenance for a period of 4 months from the date of planting complete as specified and directed .

HEDGE PLANTING / EXTERNAL HEDGE

Supplying and planting of suitable plant materials for preparation protective / external hedge (50 cm wide) including the preparation of the ground by mixing organic manure and fertilizers as per specification and necessary maintenance for a period of one year from the date of planting complete as specified and directed .

(A) ADOPTING SINGLE ROW PLANTING METHOD

(i) With Duranta

(ii) With Kamini

(iii) With Chinese Bamboo

(iv) With Thuja / Ixora

(B) ADOPTING CROSS WISE DOUBLE ROW PLANTING METHOD

(i) With Duranta

(ii) With Kamini

(iii) With Chinese Bamboo

(iv) With Thuja / Ixora

EDGE PLANTING / INTERNAL HEDGE

Supplying and planting of suitable plant materials for edge making / Internal hedge(20 cm wide) including the preparation of the ground by mixing organic manure and fertilizers as per specification and necessary maintenance for a period of one year from the date of planting complete as specified and directed .

(A) ADOPTING SINGLE ROW PLANTING METHOD

(i) With Duranta

(ii) With Coleus

TREE PLANTING

Supplying and planting of ornamental trees (1'-0" height sapling) including pit making ( 60 cm x 60 cm x 60 cm ), filling the pit with appropriate soil media, manure and fertilizers as per specification and necessary maintenance for a period of one year from the date of planting complete as specified and directed .

SHADE TREE

(A) Neem / Mahaneem / Beef wood / Bakul / Acacia / Siris / Devils tree / Kadam / Palash / Pink Cassia / peepal / Silver oak / Simalu / Ajar

(B) Kanchan / Nahar / Arjunu

(C) Sonaru

(D) Bottle Brush / Nil Gulmohar / Debadaru / Weeping Willow

(F) Paine

Flowering Tree

(A) Gulmohar / Ashok

(B) Kanchan

SHRUB PLANTING

Supplying and planting of ornamental shrub ( below 1'-0" height ) including pit making ( 60 cm x 60 cm x 60 cm ), filling the pit with appropriate soil media, manure and fertilizers as per specification and necessary maintenance for a period of one year from the date of planting complete as specified and directed .

(A) Radhachura / Krishnachura / Rat ki rani / Ixora / Jetuka

(D) Thuja

Edging with bricks laid dry lengthwise including excavation, refilling, consolidating with hand packing and spreading neatly surplus earth within a lead of 50 m.

Half brick circular tree guard internal diametre 1.25 m and height 1.2 m above ground and 0.02 m below ground bottom two coarses laid dry and top three coarses in cement mortar 1:6 and the intermediate coarses being in dry honey comb masonry as per design complete.

Making tree guard 53 cm dia and 1.3 m high as per design from empty coal tar drums including providing and fixing 2 nos. M.S. sheet rings (50 x 0.50) mm with rivets complete in all respects including painting inside and outside of tree gaurd .

EARTH FILLING

Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with a lifts Upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5

From private land

LEAD per cum / km 14.90 ( considered 5.0 km )

GARBAGE MANAGEMENT & VARMI COMPOST UNIT

Construction of Varmi compost Unit to decompose 2.5 to 3.00 ton waste in a cycle. A brick pedestal of 4.5x3.5 and 1.0m height is to be constructed on the ground with nominal foundation. Superstructure post and truss of 48.3 O.D. medium M.S. pipe and 0.1 to 0.2 micron politheen sheet as roof and side cover. Floor base of 100 mm thick P.C.C. 1:3:6, with Topping of 25mm cement plaster. In addition to this 2 nos. compost pit of 2.0x1.2x0.60m is to be digged in 2 different suitable locations as suggested. Complete and finished as directed and specification.

FIRE EXTINGUISHER Supply, Installation, Fixing of DRY CHEMICAL POWDER Fire Extinguisher confirming to IS: 2171 with ISI mark and CO2 cartridge will be confirming to IS: 4947 with ISI mark, Powder will be confirming to IS: 4308 with ISI Mark (5 KG)

BRAND : FIRESTOP / FIREND / FIRE SHIELD

Supplying including installation, testing and commissioning of Solar Street light as per following specification and as directed by the Department. 15 W LED SOLAR STREET LIGHT [Confirming RDSO Specification No: RDSO/PE/SPEC/PS/0093-2008(Rev 0 SYSTEM SPECIFICATION 15 W LED based luminaries/fixture (1500 Lumens –typical). LED Type: White High Powered LED’s 5500-6500 K temperature. Automatic Dusk to Dawn Operate ion. Independent standalone Solar Street Lighting System Powered by a 12V, 80 Wp Solar PV Module confirming RDSO Part-I Approval & IEC: 61215. Certification. (Model: TBP 1280/ 1280M). (make: TATA BP SOLAR or equivalent) 12V, 75Ah @ C10, Tubular Plate Lead Acid Low Maintenance Battery with PP Container (make: TATA BP SOLAR or equivalent). Battery Box made of M.S fabricated with corrosion resistance paint. 6m height MS Pole with corrosion resistance paint.Manufacturers Criteria: Must have ISO: 9001 & ISO: 14001 Certification. (As per Annexure A: Clause no: b, Page 10) Must have integrated production capacity of Solar PV Cell & Module (As per Annexure A: Clause no: d, Page: 10) SUGGESTED UNIT PRICE

Unit Cost Without Installation & Commissioning)

Installation & Commissioning Charges

Supplying including installation, testing and commissioning of Water Cooled caterpillar Diesel Generator set coupled to suitable alternator of 415 V, AC, 3-Phase 0.8 p.f.(la mounted on a 1) M.S. Fabricated base frame.,2) M.S. fuel tank of required capacity.,3) Residual Silencer.,4) EMF/Standard Control Panel.5) Suitable batteries with lead.,5) First fill of lube oil.,6) Acoustic Enclosure complete with all accessories as specified and directed by the department conforming to IS comprising the following Technical Specification.. (RANGE FROM 200 KVA TO 1010 KV TECHNICAL DATA GENERATOR SET SPECIFICATIONS e 1. Model. C - 18- DITA GP - 1 2. Prime Power Rating KVA/KW. 500/400 3. No. of Phases. 3 phase. CATERPILLAR ENGINE SPECIFICATION. 1. make). 2. Model. C - 18- DITA GP - 1 3. No. of Cylinders. 6 4. Aspiration. Natural 5. Cooling. Water Cooled. 6. Governor. Mechanical/Electronic 7. Battery Capacity Rating. 120 AH 2X12 Volt. ALTERNATOR SPECIFICATION. 1. make). 2. Voltage Regulation. +/- 1.0% 3. Insulation. Class - H. 4. Standard Enclosure. IP 23 5. No. of Phases. 3 KVA 500

WITH SRANDARD CONTROL PANEL

PEB STRUCTURE: Supplying, installation, testing and commissioning of PEB Structure as per the enclosed drawing and specifications in Annexure - I. All materials, design perameter and installation should be done according to the code of practice defind in the specification. Priror approval on detailed drawings, structural design, colour code etc. should be obtained from the authority before finalization of the proposal. The Structure should design and complete in accordine with Cold Storage specification. Finished and complete in all respect and as per instruction of Engineer in Charge.

The Floor insulation should be of suitable thick PUF block of minimum Density 38+/- 2 Kg/m3 laminated with polythene sheet of minimum 250 micron lamination acting as vapor barrier on both sides (probable thickness 120 for Freezer Room 100 mm for Chiller Room, pre-cooling room, Ante Room & Other areas depending upon density of PUF panels).

Door, window and Dock Leveler: The Doors shall be manual/ mechanically operational sliding /swing type (depending upon the need and to be finalized by the vendor suitable for the cold room design) with density and lamination similar to wall panels. Doors/windows shall be frame mounted with accessories like mounting rails, frames and caps, long handles, push plates, pad lock, lock defeat mechanism from inside, resting pads etc to complete the door opening and closing system smooth, easy and simple. Dock arrangements are to be provided as per enclosed drawing suitable for loading & unloading at plinth level. Dock Shelters should be made with Polyester / PVC covering sheets and the front flaps are made. It should satisfy every requirement of avoiding inside and outside heat exchange of the Cold Storage. Dock Shelters should have the quality of not transmitting the vehicle’s force of impact to the warehouse structure. The sealing portal should be surrounded by a metal profile that provides a pleasing aesthetic finish. Prior approval from authority should be obtained before finalization of Door, Windows and Dock leveler.

RACK: PALLET STORAGE SYSTEM Design, supply and installation of double deep Palletized storage Racking System inside the facility and a sample Drawing is enclosed here with for reference only Racking system should be designed to accommodate at least 5000 Mt of storage material at 100% utilization. Looking to the wider range of design of palletized storage system vendor has the freedom to provide suitable design for palletize storage system and at the same time consideration of Reach Truck of minimum 1600 kg to handle the materials of the facility should be taken care of. While designing the racking system special care should be taken for free movement and easy handling of storage materials. Under any circumstances the mismatch of racking system and Reach Truck specification will not be accepted. The PSS should be designed as per international standards for Static Design, carried out on structural analysis software after creating model of the structure. Prior approval of design drawing along with structural design in mandatory before finalization of the PSS. Finished and complete in all respect as per tyhe instruction of Engineer in charge. For detailed specifications refer Annuxere-I

PALLETS :Supply of 1000 kg dynamic cold storage pallets suitable for the racking system and conformity with the Reached truck (already designd and approved). Prior approval from authority should be obtained before supply of pallets.

Reach Truck: Supplying installation testing and commissioning of Reach Truck suitable for the PSS (already designed and approved). Basic capacity of the Reached truc should not be less than 1600 KGs.(refer Annexutre-I for other details) The manufacturer of the Reach Truck should have good market track record at least 5 years and should have post sale servive in North-eastern states. Including battery bank, chraging device and complete in all respect. For detailed specifications refer Annuxere-I

Electrical Details: (Cold Storage only) :Supplying all necessary materials installation of equipments, luminary, cable, cable tray etc. for electrical system of cold storage as per specifications of cold storage machine manufacturer, complete in all respect as directed and specified. For detailed specifications refer Annuxere-I.

Weigh Bridge: Supplying, installation, testing and commissioning of 60 MT capacity weigh bridge (for detailed specification Refer Annexure-I) from reputed manufacturer like Metlar toledo, Every etc. having good market track record for atleast 10 years and post sale service in North-eastern states. Resurves the rights to approve the manufacturer prior to supply.

Fire Fighting Works: Installation testing and commissioning of fire hydrant system as per the specification stated in Annexure-II, as aturnkey work including obtaining necessary permission from the fire authority. The necessary statutory drawings, scheduled fee etc. will be also the part of the job. The pump and distribution systemall are as per the requrement of the project and guidelines of fire regulatory authority. Complete in all respect and as per instruction of Engineer in charge. ( RCC water tank and the pump house is not included here.)