Provn of impv enhancement of old existing temporary shelters and ancillaries incl infra devp works for COB Konghkan of AR Bn (Manipur)

SCHEDULE ‘A’ (Part-I) Bldg Work

Supply & Constr of Pre -fabricated fast erectable modular Shelter (18.30m x 6.10 m x 2.70 m) for SM Barrack for 20 men incl Plinth/Fdn,vitrified tiles flooring (Tech Specications & drawings as specified for NIT). DGAR/COB/01 sheet no 01 to 10 attached in tender.

SCHEDULE ‘A’ (Part-II) Bldg Work

Supply & Construction of Prefabricated fast eractable modular shelter for Offrs/JCOs (10.64 m x 6.10 m x 2.70 m) incl Plinth/Fdn,vitrified tiles flooring (Tech Specications & drawings as specified for NIT). DGAR/COB/03 sheet no 01/10 to 10/10 tender.

SCHEDULE ‘A’ (Part-III) Bldg Work

Supply & Constr of Pre -fabricated fast erectable modular Shelter (18.30m x 6.10 m x 3.00 m) for Kote incl Plinth/Fdn (Tech Specications & drawings as specified for NIT). DGAR/COB/04 sheet no 01 to 09 attached in tender.

SCHEDULE ‘A’ (Part-IV) Bldg Work

Supply & Constr of Pre -fabricated fast erectable modular Shelter for Security Post (Tech Specications & drawings as specified for NIT). DGAR/COB/115 sheet no 01 to 04 attached in tender.

SCHEDULE ‘A’ (Part-V) Bldg Work

Supply & Constr of Pre -fabricated fast erectable modular Shelter incl Plinth/Fdn,vitrified tiles flooring & ceiling (18.30m x 6.10 m x 3.00 m) for Signal Centre/MI Room/Coy Office (Tech Specications & drawings as specified for NIT). DGAR/COB/04 sheet no 01 to 09 attached in tender.

SCHEDULE ‘A’ (Part-VI) Bldg Work

Supply & Constr of Pre -fabricated fast erectable modular Shelter (7.2m x 2.2m x ) for 6 Men toilet block incl Plinth/Fdn,vitrified tiles flooring & water tank staging (Tech Specications & drawings as specified for NIT). DGAR/COB/114 sheet no 01 to 09 attached in tender.

SCHEDULE ‘A’ (Part-VII) (Internal Road 200 mtr)

Earth work in excavation by mechanical means (Hydraulic excavator)/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 1.5m, as directed by Engineer-in-charge.

Preparation and consolidation of sub grade with power power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm deep dressing to camber and consolidating with road roller including making goods undulation etc and re rolling the sub grade and disposal of surplus earth with lead upto 50 meters and lift upto 1.5m as directed by Engr-in- charge.

Supplying & laying stone aggregate of 90 to 45 mm size of WBM with moroum as binding material including 13.2mm size stone screening sorting, watering spreading to template, compacting stone aggregate in uniformed thickness and consolodiation with power road roller of 8 to 10 tonne capacity in two layer with proper gradient and camber etc complete(150mm thick )

Supplying and laying stone aggregate of 63 to 45 mm size of WBM with moroum as binding material including 11.2mm size stone screening sorting, watering spreading to template, compacting stone aggregate in uniformed thickness and consolodiation with power roa droller of 8 to 10 tonne capacity in two layer to proper grade and camber etc. Complete

Supplying and laying stone aggregate of 53 to 22.4 mm size of WBM with moroum as binding material including 11.2mm size stone screening sorting, watering spreading to template, compacting stone aggregate in uniformed thickness and consolodiation with power roa droller of 8 to 10 tonne capacity in two layer to proper grade and camber etc. Complete

Providing and applying tack coat using hot straight bitumen of 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 specification on wbm @0.75 kg/sqm

Providing & applying 2.5 cm premise carpet surface with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively 100 Sqm and 52 Kg and 56 Kg of hot bitumen per cum of stone chippings of 13.2 mm size and 11.2 mm size respectively,including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 ton capacity etc. Complete with paving asphalt 30/40 VG 10 heated and then mixed with solvent at the rate of 70 gm per kg of asphalt

Providing and laying seal coat of premissed fine aggregate (passing2.36mm and retained on 180 micron seive) with bitumen using 128 Kg of bitumen of graded 80-100(vg-10) bitumen per cum of fine aggregate per 100 sqm of road surface incl rolling and finishing with road roller in complete.

SCHEDULE ‘A’ (Part-VIII) (PCC footpath)

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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

Supplying and stacking at site. 63 mm to 45 mm size stone aggregate

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

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 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement.

SCHEDULE ‘A’ (Part-IX) (R.R Masonry Retaining 2.6 mtr wall of length 60 m with Drain for PFT structures as development works) Drawing No DGAR/STD DRG/COB/12 sheet No 01

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Providing and laying in position of plain cement concrete of specified grade excliding the cost of centering and shuttering with mix of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) all work upto plinth level.

Providing & Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1cement : 6 coarse sand)

Providing & Random rubble masonry with hard stone in Superstructure above plinth level and upto floor five level,including levelling up with plain cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) above plinth level with :Cement mortar 1:6 (1cement : 6 coarse sand).

Providing and laying of cement concrete in cooping of R.R masonry retaining walls of specified grade excluding the cost of centering and shuttering with mix of 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) upto floor five level.

Raised and cut pointing in stone work in white cement mortar mix of 1:3 (1 cement: 3 fine sand).

Supplying and stacking at site 20 mm size stone aggregate as a backfill to the retaining wall.

Providing & fixing unplasticised Rigid PVC sewer pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter.

Providing & laying of position plain cement concrete of specified grade excliding the cost of centering and shuttering with mix of 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) all work upto plinth level.

Providing & laying of position plain cement concrete of specified grade excliding the cost of centering and shuttering with mix of 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) all work upto plinth level.

SCHEDULE ‘A’ (Part-X) (Storm Drain Drg DGAR/ENGR/COB/10)

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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

SCHEDULE ‘A’ (Part-XI) (External Water Supply Scheme)

Supply, Installation, testing and commissioning 7.5 HP centrifugal 3 phash water pumping set electrical driven, section x delivery 65x50 incl of starter and PCC foundation, Make : KIRLOSKAR

Supplying, installation, testing and commissioning of 1x 20 KVA DG sets, AMF panel, bus ducting cables from DG sets to essential panel, DG set enclosure room sound insulation/ventilation/smoke exhaust as required. Earthing of DG set system, control cabling, fuel tank/piping, DG set exhaust piping/exhaust chimney as per CPCB norms, civil works connected with DG sets incl foundation as required. Make-KIRLOSKAR

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc 80 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc 65 mm dia nominal bore.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc 50 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc 25 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc 20 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc 15 mm dia nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

Providing and fixing 20 mm dia Gunmetal gate valve with wheel

Providing and fixing brass stop cock of approved quality 15 mm nominal bore

Providing and fixing gun metal non- return valve of approved quality (screwed end) : 50 mm nominal bore Horizontal

Providing and placing on terrace (at all floor levels) 2000 Ltr (o6 Nos) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Laying of one number PVC insulated/XLPE power cable of 1.1 KV grade of 50 sqmm 3.5 core direct in ground incl excavation, sand cushioning, protective covering and refilling the trench etc as required.

Provision for Bus bar chamber 4 way current rating cap 200A, 415 V AC, 50 Hz : L&T, Havells

S/F side handle type changeover switch with advance neutral, on load four pole, current rating cap 100 A, 415 AC, 50 Hz Make-L&T, Havells

SCHEDULE ‘A’ (Part-XIV) (Sewage disposal). Consuption of 50 user septic tank all as per Drg no DGAR/Engr/355

Consumption of 20 user septic tank all as per drg No DGAR/Engr 355

Consumption of soak pit all as per drg No DGAR/Engr 356

Consumption manhole chamber all as per drg No DGAR/Engr 356

Providing and laying PVC sewage pipe 110 mm dia all as per specified

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