VIII.11014/8878/10 Sect /26 COBs/Engr-2025/02

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)Including 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 Including 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 (18.30m x 6.10 m x 3.00 m) for Signal Centre/MI Room/Coy Office incl Plinth/Fdn,vitrified tiles flooring &ceiling (Tech Specications & drawings as specified for NIT). DGAR/COB/04 sheet no 01 to 09 attached in tender.

SCHEDULE ‘A’ (Part-V) 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-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,Tiles flooring,mininum one no. EWC for each block and 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 450 mtr)

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: for All kinds of soil

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Laying, spreading and compacting stone aggregate of specified sizes 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 . 63 mm to 45 mm size stone aggregate.

Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling. With road roller/ hand roller

Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and applying tack coat using hot straight run 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 : On W.B.M. @ 0.75 Kg / sqm

2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete.

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.

SCHEDULE ‘A’ (Part-VIII) (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 OF CREDIT ITEMS

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

SHANGREIHAN MUIVAH (BID ID -3324409)