Site Preparation and Civil Works component for the work Establishment of 100 bedded Covid Hospital at Kakching under CSR funding

Amount

SH : EARTHWORK

Earth work in excavation in hill cutting disposal of excavated erth lead upto 50 metres and lift upto 1.5 metres disposed earth to be leveled and neatly dressed.(a) Hard/Dense Soil

Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. ( with 38 Km lead)

SH : CONCRETE WORKS

Providing and laying in foundation and plinth excluding the cost of centering and shuttering - (a) 1 : 5 : 10 ( 1cem : 5 c/ sand : 10 gr. st. aggrt. 40 mm. n / size )

SH : R.C.C. WORKS

Providing and laying in position specified grade of reinforced cemen concrete, excluding the cost of centering shuttering finishing and reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

Reinforcement for R.C.C.work including bending,binding and placing in position complete

( b ) Thermo-meechanically or treated bars.

SH : FORM WORKS

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(a) Foundation, footing, bases of column etc. and mass concrete..(using 12mm shuttering ply)

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m

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

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:3:6 (1 cem :3 Coarse sand: 6 graded stone aggrt. 40mm nominal size).

Polygonal rubble masonary/R.R. masonary (uncoursed/brought to course)/Sq. rubble masonary (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth in cement mortar 1 : 6 (1 cement : 6 course sand) including levelling with cement concrete 1 : 6 : 12 (1 cement : 6 course sand : 12 gr. st. aggregate 20 mm nominal size).

Providing and laying in position specified grade of reinforced cemen concrete, excluding the cost of centering shuttering finishing and reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

Reinforcement for R.C.C.work including bending,binding and placing in position complete

( b ) Thermo-meechanically or treated bars.

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in. (using 12mm shuttering ply)

(d) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.

Providing wheep holes in plain concrete/reinforced concrete abutments,wing wall/return wall complete as per drawing and technical specification

Boulder filling dry hand packed tightly as in pitching & slush etc. complete wire creats apron (wire creats to be neasure separately)

SH:- ( C ) DRAIN FOR A LENGTH OF 215 Rm

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m

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

SH : CONCRETE WORKS

Providing and laying in foundation and plinth excluding the cost of centering and shuttering - (a) 1 : 5 : 10 ( 1cem : 5 c/ sand : 10 gr. st. aggrt. 40 mm. n / size )

: - (c) 1:2:4 (1 cem :2 Coarse sand:4 graded stone aggrt.20mm n/size).

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand)

SH : FINISHING

15 mm cement plaster 1:3(1 cement:3 coarse sand)finished with a floating coat of neat cement.

SH:-(D) R.C.C CULVERTS 2 Nos.

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m

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

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:3:6 (1 cem :3 Coarse sand: 6 graded stone aggrt. 40mm nominal size).

Providing and laying in position specified grade of reinforced cemen concrete, excluding the cost of centering shuttering finishing and reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

RCC work in beams,suspended floors, roofs having slope 15* landings, balconies, shelves, chajjas, lintels,bands plain window sills, staircases upto floor five level excluding the cost of centering, shuttering finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

Reinforcement for R.C.C.work including bending,binding and placing in position complete

( b ) Thermo-meechanically or treated bars.

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)(a) Foundation footings, bases of columns etc. and mass concrete..

(d) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.

SH:-(E) APPROACH ROAD (MEDICAB)

Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. ( with 38 Km lead)

Providing and laying in foundation and plinth excluding the cost of centering and shuttering - (a) 1 : 5 : 10 ( 1cem : 5 c/ sand : 10 gr. st. aggrt. 40 mm. n / size )

Reinforcement for R.C.C.work including bending,binding and placing in position complete

( b ) Thermo-meechanically or treated bars.

Providing and laying in position specified grade of reinforced cemen concrete, excluding the cost of centering shuttering finishing and reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)(a) Foundation footings, bases of columns etc. and mass concrete..

SH:-(F) FENCING WITH PROFILE SHEET AND GATE 2 Nos.

2.13 m hight 0.50mm thick profile sheet fencing with SHS post 2.74m long 50x50x4.5mm placed at every 2.44m apart embedded in c.c 1:2:4 ( 1 cement 2 coarse sand :4 stoe aggregate 20mm n/s) 30.50x30.50x61cm corner and every twelve post to be strutted provided with 3(three) SHS 50x50x4.5mm in horizontal line and fixed with GI srews i/c earth work in excavation etc. completed as per direction of Engineer in charge.

P/F MS steel gate of SHS 150x150x8mm post of 3.19m height embedding in c.c 1:2:4(1cement:2coarse sand:4 stone aggregate 20 mm n/s ).45x45x90cm frame of SHS 50x50x4.5mm with vertical and horizontal bars using SHS 50x50x4.5 mm MS flate 50x6 mm both side stiffer welding horizontal bars i/c earth work in excavation, priming and painting etc.completed as per direction of Engineer in charge.

SH:-(G)WATER TANK 20000 LITRES CAPACITY WITH OVERHEAD PLATEFORM

EARTH WORK.

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m

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

CONCRETE WORK

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1: 5 : 10 (1 cem : 5 Coarse sand : 10 graded stone aggrt. 40mm nominal size).

R.C.C. WORKS.

Providing and laying in position specified grade of reinforced cemen concrete, excluding the cost of centering shuttering finishing and reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

RCC work in beams,suspended floors, roofs having slope 15* landings, balconies, shelves, chajjas, lintels,bands plain window sills, staircases upto floor five level excluding the cost of centering, shuttering finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

RCC work in walls (any thickness) i/c attached pilasters, buttresses, plinth abd string courses, fillets, columns,pilars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement :

Reinforcement for R.C.C.work including bending,binding and placing in position complete ( a ) Tor steel bars.

FORM WORK.

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in. (using 12mm shuttering ply) (a) Foundation footings, bases of columns etc. and mass concrete.

(b) Vertical surface such as walls (any thickness), partition and the like including attached pilasters, buttreese, plinth and the string courses and the like

(c) Columns, pillars, posts and struts (square, rectangular or polygon in plan).

(d) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.

(b) Flat surface such as suspended floor,roofs,landing & the like ( i) floor etc upto 200mm in thickness

(e)Edges of slab and breaks in floor not exceeding 1m in depth

BRICK WORKS

2nd class (local first class) brick work in foundation and plinth level in cement mortar 1:4(1 Cem:4C/Sand)

STEEL WORKS

Providing & Fixing M.S. grills of required patern to wooden frames of windows etc. with M.S. plates at required spacing and frames all round bar with round headed bolts & nuts or by screws (b) Ornamental grill

Steel welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint (a) In grating, framed guard bars, ladders, raillings, brackets and similar works.

Steel glazed windows and ventilators of standard rolled steel section joints mitred and welded with 15 x 3 mm lugs 10 cm long with steel plugs embedded in cement concrete block 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 20 mm nominal size) or wooden plugs and screws of rawl plugs and screws or with fixing clips with bolts and nuts as required including providing and fixing of 4 mm thick glass panes with glazing clips complete including applying a priming coat of approved steel primer excluding cost of metal beadings and other fittings except necessary hinges or pivots as required. (i) Ready made steel windows (side hung /top hung)

FINISHING

15 mm cement plaster 1:3(1 cement:3 coarse sand)finished with a floating coat of neat cement.

Colour washing such as green blue or buff on new work (two or more coats) i/c base coats of white washing with lime to give an even shade.

Providing and fixing Water Storage Tanks (Sintex) with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube including hoisting a height of 10 m above ground level. (a) 1000 litres net capacity storage tanks.

Providing and fixing G.I. pipe complete with G.I. fittings and clamps i/c cutting and making good the wall etc.(External wall) ( a) 25mm dia.

Proving and fixing brass fullway G.M. valve with C.I. wheel of superior qlty.(a) 25mm dia.

SH:-(H) 30 USERS SEPTIC TANK- 2 (TWO) NOS

SH : EARTH WORK

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m

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

SH:- CONCRETE WORK

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:3:6 (1 cem :3 Coarse sand: 6 graded stone aggrt. 40mm nominal size).

(b) 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

SH:- RCC WORK

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand)

Half brick masonry 2nd class (local 1st class) in cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure.

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (a)Mild steel and Medium Tensile steel bars

( b) Thermo-Mechanically Treated bars

SH:-FORM WORK

Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in : [Using 12 mm shuttering ply](a)Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth.

(b) Flat surface such as suspended floor, roofs landings and the like floors etc. upto 200 mm in thickness

(c) Edges of slab and breaks in floor walls under 20 cm wide

Providing and fixing 100 mm H.C.I. soil, waste & vent pipes.

Providing and fixing 100 x 100 x 100 mm HCI plain branch of the required degree.

Providing and fixing 50 mm H.C.I. soil, waste & vent pipes.

Providing and fixing G.I. pipe complete with G.I. fittings and clamps i/c cutting and making good the wall etc.(External wall) ( a) 25mm dia.

P/F brass.bib cock of approved quality(a)25mm dia.

P/F brass. stop cock of approved quality(a)25mm dia.

P/F GI Elbows 25 mm dia

P/F GI Nipples 25mm dia

P/F GI Tees 25.mm dia

Providing and fixing 50 mm HCI terminal guard.

SH:- (I) Providing External Lighting).

S/F swaged type steel tubular pole 8 mt.long as per 410-SP-14 conforming to IS-2713 (Pt-II) 1980 with bracket in cement concrete 1:3:6 (1 cem.:3 c/sand : 6 gr. St. 40mm n/size) foundation i/c excavation and refilling etc. as reqd.

Supply and drawing of AB cable of size (3x50+1x35)mm2

S/F L.T. cross arm 50X50X6mm - 2 wires

S/F back clamp for L.T. pole

S/F stay set complete with stay wire & stay insulator etc.as reqd.

SITC LED Street Light 60W 757K made of pressure dia housing with toughned glass and individual high power LED with secondary optics IP66 protection & impact resistance of (Havells) ENDURAPEARLPLUSL60W complete with all accessories i/c connection etc. as reqd.

S/F 2'' dia. G.I bracket 2.50mts long.

Cost of 2.5mm2 flame retardant PVC insulator multistranded copper conductor flexible wires.

Wiring for circuit/Sub-main wiring with earth wire with (the following sizes of) FR PVC ins.cu.cond single core cable in PVC sassing & capping etc.as reqd.

2X10mm2+2X10mm2 earth wire

50mm2 3.5 core PVC ins.(heavy duty) Al.cond. armoured cable of 1.1KV grade of size not exceeding 25mm2 but not exceeding 125mm2 direct in ground i/c excavation sand, cushioning protective covering & refilling etc.as reqd.

Providing and fixings (following capacity TP & N) dis-connector fuse switch unit inside the existing cubicle panel board with ISI marks HRC fuses including drilling holes in the cubicle panel board, making connection as reqd.

1. 100 amp. TP & N

S/F bus bar chamber with 4 strips copper bus bar length 300mm suitable for 100 amp capacity complete with all accessories i/c connection earthing the body etc.as reqd.

S/F (following way) single/double pole and nuetral, sheet steel MCCB distributuion board, 240V on surface/recessed complete with tinned copper bus bar neutral bus bar, earth bar,din bar detachable gland plate, interconnection, phosphatized and powder painted i/c earthing etc as reqd (but without MCB/RCCB/Isolator) (a) 2+6 way

S/F 5 amp to 32 amp rating 230V 'B' series MCB for lighting and other load of (following poles) in the existing MCB DB complete with connection testing and commissioning etc.as reqd. (a) Single pole

Supplying & fixing (following rating) double pole 240V isolator in existing MCB DB complete with connection testing & commissioning as reqd. (a) 40 amp

S/F wall/floor mounted metal board of welded constn.fabricated with minimum 50mm X 50mm X6mm angle iron frame work with horizontal and vertical intermediate members of suitable angle/flat iron for mounting of switch gear i/c painting etc.

P/F 300x450x60mm(n/size) with permissible variation of plus minus 5mm in size wooden board complete with locking arrangement and painting etc.

Earthing with G.I.earth pipe 4.5mt.long and 40 mm dia. i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc.as reqd.

Extra for using salt and charcoal for pipe electrode as reqd.

P/F 4.06mm dia.copper wire on surface or in recess for loop earthing etc.as reqd.

Solar LED street lamp All-In-One with in built SCC system wattage of 30 W of make Crompton Greaves Ltd.code no CSADEMP25/30CDL, 140 Lumen/ Watt high efficiency crystaline solar SPV panel

Irom Khogen Singh

Andy Pamei