VIII.11014/8873/10 Sect /26 COBs/Engr-2025/03

SCHEDULE ‘A’ (Part-I) Bldg Work

Supply & Constr of Pre -fabricated fast erectable modular Shelter (18.30m x 6.10 m x 2.7 m) for SM Barrack for 20 men incl plinth/ fdn, vitrified tiles floring (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 (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 Store bldg (size 18.30m x 6.10) incl plinth/ fdn (Tech Specications & drawings as specified in NIT). DGAR/COB/04 sheet no 01 to 10 attached.

SCHEDULE ‘A’ (Part-V) Bldg Work

Supply & Constr of Pre -fabricated fast erectable modular Shelter (18.30m x 6.10 m x 3.00 m) for Cook House for 20 men incl plinth/ fdn, vitrified tiles floring and ceiling in DH (Tech Specications & drawings as specified for NIT). DGAR/COB/02 sheet no 01 to 11 attached in tender.

SCHEDULE ‘A’ (Part-VI) 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-VII) 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 floring, minimum 01 EWC for each block & water tank staging (Tech Specications & drawings as specified for NIT). DGAR/COB/114 sheet no 01 to 09 attached in tender.

SCHEDULE ‘A’ (Part-VIII) (Retaining Wall)

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 1.5 m, as directed by Engineer-incharge. 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

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)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing

Providing and fixing on wall face unplasticised Rigid PVC rain water 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. with 75 mm diameter

75 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 cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 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)

SCHEDULE ‘A’ (Part-IX) (PCC footpath with chequred tiles)

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

Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)

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-X) (Earthwork)

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 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

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

SCHEDULE CREDIT ITEMS

PFT Shelters (Rate against scrap mtrl to be quoted at min price of Rs.10/Kg for the Scrap mtrl)

CGI Shelters (Rate against scrap mtrl to be quoted at min price of Rs.12/Kg for the Scrap mtrl)

Wood (Rate against scrap mtrl to be quoted at min price of Rs.10/Kg for the Scrap mtrl)

Bricks (min price of Rs.5/Brick to be quoted against the old bricks which will recovered after dismantling)

CARON ENTERPRISE (BID ID -3324381)