Special repair to hard standing and road for Sentinel Complex and Special repair to non residential shelters and Special repair resurfacing and strengthening of existing roads for CCPur Manipur

Amount

SECTION - I (SPL REPAIR TO ROAD SECT) SCHEDULE ‘A’ PART-I (SPECIAL REPAIR/ RESURFACING OF EXISTING ROAD)

Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete.

Supplying and Laying, spreading and compacting stone aggregate of 63 mm to 45 mm size stone aggregate at site to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Providing and applying tack coat using hot straight run bitumen On W.B.M. @ 0.75 Kg / sqm and On bituminous surface @ 0.50 Kg / sqm, bitumen of grade VG -10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.

Providing and laying 2 cm premix carpet surfacing With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

SCHEDULE ‘A’ PART-II (BRICK DRAIN)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil. for foot path

Earth work in excavation by mechanical / manual means in fdn trenches or drain n-exc 1.5 m in cluding dressing of side and bottoms, lift up to n. exc 1.5 m in depth and getting out excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. in all kinds of soil.

Providing and laying in position cement concrete 1:4:8 as in mass concrete of specified grade.

Providing and laying in Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cm 1:6.

Cement plaster 18 mm thick in two coats under layer 12 mm thick cement plaster 1:5 and a top layer 6 mm thick cement plaster 1:3 finished with a floating coat of neat cement.

SECTION - II SCHEDULE ‘A’ PART-I (SPECIAL REPAIR TO EXISTING ROADS)

Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete.

Supplying and Laying, spreading and compacting stone aggregate of 63 mm to 45 mm size stone aggregate at site to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Providing and applying tack coat using hot straight run bitumen On W.B.M. @ 0.75 Kg / sqm and On bituminous surface @ 0.50 Kg / sqm, bitumen of grade VG -10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.

Providing and laying 2 cm premix carpet surfacing With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete

SCHEDULE ‘A’ PART-II (REPAIR OF HARD STANDING)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead

Cement concrete pavement with 1:2:4 including finishing complete

SCHEDULE ‘A’ PART-III (BRICK DRAIN)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil. for foot path

Earth work in excavation by mechanical / manual means in fdn trenches or drain n-exc 1.5 m in cluding dressing of side and bottoms, lift up to n. exc 1.5 m in depth and getting out excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. in all kinds of soil.

Providing and laying in position cement concrete 1:4:8 as in mass concrete of specified grade.

Providing and laying in Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cm 1:6.

Cement plaster 18 mm thick in two coats under layer 12 mm thick cement plaster 1:5 and a top layer 6 mm thick cement plaster 1:3 finished with a floating coat of neat cement.

SECTION - III SCHEDULE ‘A’ PART-II (SPL REPAIR NON RESDL SHELTER)

Dismantling roofing including ridges, hips, valleys and gutters etc and stacking the material within 50 metres lead of G.S. Sheet.

Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking

Fixing only for precoated galvanised iron profile sheets with two corrugation side lap. The sheet shall be fixed using self drilling with L-type or J-type of hook on CGI sheet. ( Sheet supplyed by CP Store)

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm thick, Zinc coating, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws for Ridges plain (500 - 600 mm) complete.

M/L for MS flat iron 40x6mm thick as in wind tie.

Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead

Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum), Light reflectance of 85% (minimum). horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in-charge

Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia.

Providing and fixing in wall lining medium density fibre board 18 mm thick, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete

Taking out doors, windows and clerestory window shutters Of area 3 sq. metres and below (steel or wood) including stacking within 50 metres lead

Providing and fixing ISI marked flush door shutters decorative type 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

Providing and fixing factory made laminated veneer lumber glazed 30 mm thick shutter, using 4 mm thick float glass panes for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, all as per directions of Engineer-in-charge.

M/L for painting with synthetic enamel paint two coat on surfaces.

Providing & fixing glass panes 4 mm thick with putty and glazing clips in steel doors, windows, clerestory windows, all complete.

Distempering of two coats with acrylic washable distemper (ready made) and of required shade and colour with Removing dry old painted surfaces and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete work.

Providing and laying in finishing walls Old work two coats @ 2.20 kg/10 sqm with water proofing cement paint of required shade with Removing dry old painted surfaces and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete work.

Demolishing cement concrete richer mix manually/ by mechanical means including disposal of material within 50 metres lead.

Earth work in excavation by mechanical / manual means in fdn trenches or drain n-exc 1.5 m in cluding dressing of side and bottoms, lift up to n. exc 1.5 m in depth and getting out excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. in all kinds of soil.

Providing and laying in position cement concrete 1:4:8 as in foundation filling and mass concrete of specified grade excluding the cost of centering and shuttering, All work up to plinth level.

Providing and laying in position specified grade of reinforced cement concrete, 1:2:4 as in base of column & up to plinth height, excluding the cost of centering, shuttering, finishing and reinforcement, All work up to plinth level.

Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete

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

Structural steel work riveted, bolted or welded in built up sections, fixing in position and applying a priming coat of approved steel primer all complete

Providing and laying in Brick work with common burnt clay modular bricks of class designation in foundation and plinth in cm 1:6.

Providing and laying in Half brick masonry with common burnt clayF.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to roof V level. sizes in cm 1:6.

M/L for plastering 15 mm thick cm 1:4 on external surfaces.

M/L for plastering 20 mm thick cm 1:6 on internal surfaces.

Cement plaster 18 mm thick in two coats under layer 12 mm thick cement plaster 1:5 and a top layer 6 mm thick cement plaster 1:3 finished with a floating coat of neat cement.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade two coats over and including water thinnable priming coat with cement primer

Finishing for New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)walls with Acrylic Smooth exterior paint of required shade

Supplying and filling in 75 (100) mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with Stone aggregate 40 mm nominal size

Providing and laying in position cement concrete 1:4:8, 75mm thick as in floor sub filling and mass concrete of specified grade excluding the cost of centering and shuttering.

Providing and laying in Cement concrete pavement with 1:2:4, aggregate 12.5 mm nominal size, including finishing complete.

Providing and laying vitrified floor tiles of 1st quality 7 mm to 8 mm thick, size up to 50x50 cm of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 , including pointing the joints with white cement and matching pigments etc., complete.

Making plinth protection 30 mm thick of cement concrete 1:2:4.with fine sand, including finishing the top smooth with neat cement punning.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil

Earth work in excavation by mechanical / manual means in fdn trenches or drain n-exc 1.5 m in cluding dressing of side and bottoms, lift up to n. exc 1.5 m in depth and getting out excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. in all kinds of soil.

Providing and laying in position cement concrete 1:4:8 as in mass concrete of specified grade.

Providing and laying in Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cm 1:6.

Cement plaster 18 mm thick in two coats under layer 12 mm thick cement plaster 1:5 and a top layer 6 mm thick cement plaster 1:3 finished with a floating coat of neat cement.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil. for foot path

Supplying and stacking at site as in foundation base filling and 63 mm to 45 mm size stone aggregate of specified.

Providing and laying in position cement concrete 1:4:8 as in foot path and mass concrete of specified grade excluding the cost of centering and shuttering.

Brick edging 10cm wide with width equal to length of brick laid dry on edge vertically grouting both side with cement mortar (1:4).

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4.

S&F for point wiring with PVC cashing capping ,with modular type switch wiring for exhaust fan 5amp point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular type switch, modular plate phenolic laminated sheet, suitable size GI box and earthing the point with 1.5 sqmm . FR PVC insulated copper conductor single core cable ect. as required group A.

Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required

EAST INDIA CONSTURCTION & SUPPLY CO

M/S YOGESH CHANDRA AGARWAL