PROVISION OF CLASSROOM FOR AGNIVEERS WITH INTEGRATED TOILET AT AGNIVEER TRAINING AREA UNDER GE DRONACHAL

GENERAL SUMMARY

Sch 'A' Part - I (Building Works based on design and build concept)

Design and M&L for construction of Pre-engineered building for block of classroom (Double Storey) for agniveers at location specified on site plan and as per parameters / specification provided in DBR & Particular Specification (PS) Note: (i) The complete design of the bldgs mentioned under Sch ‘A’ Part-I shall be carried out and the design and drawings shall got vetted from any IIT & also refer scope of work mentioned in Sch 'A' Notes and details of scope under Phase-I, Phase-II and Phase- III. Contractor shall also submit detailed estimate alongwith yard stick for approval by CWE as per Annex 'B' to Sch 'A' Notes and shall be deemed to include in quoted lump sum.

Lump sum price worked out by the contractor for EXTERNAL WATER SUPPLY WORKS as listed in Schedule ‘A’ Part- II (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for EXTERNAL ELETRIC SUPPLY WORKS as listed in Schedule ‘A’ Part-III (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for ROAD, PATH, CULVERTS AND HARDSTANDING WORKS as listed in Schedule ‘A’ Part- IV (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for AREA DRAINAGE WORKS as listed in Schedule ‘A’ Part-V (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SEWAGE DISPOSAL WORKS as listed in Schedule ‘A’ Part-VI (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for EXCAVATION, EARTH WORK AND SITE DEVELOPMENT WORKS as listed in Schedule ‘A’ Part-VII (Ref prepriced schedule attached seperately)

SCH 'A' Pt - VIII (MISCELLANEOUS ITEMS)

EXTERNAL WATER SUPPLY WORKS NOTE:- For items of EXTERNAL WATER SUPPLY WORKS notes given at the beginning of Sch ‘A’ Part-II (EXTERNAL WATER SUPPLY WORKS) shall also be applicable.

Construction of stone masonry valve pit for Sluice valve all as specified and as per drawing including plastering, PCC in foundation, Excavation and earth work in any type of soil, MS sheet cover 3mm thick sheet with locking arrangement painted with two coat of anti corossive paint over one coats of zinc chrome primer of 450x450x600 mm (type 'B').

Construction of stone masonry valve pit for Sluice valve all as specified and as per drawing including plastering, PCC in foundation, Excavation and earth work in any type of soil, MS sheet cover 3mm thick sheet with locking arrangement painted with two coat of anti corossive paint over one coats of zinc chrome primer of 1000x1000x1000mm (type 'B').

EXTERNAL ELECTRIC SUPPLY WORKS NOTE:- For items of EXTERNAL ELECTRIC SUPPLY WORKS notes given at the beginning of Sch ‘A’ Part-III (EXTERNAL ELECTRIC SUPPLY WORKS) shall also be applicable.

ROAD, PATH, CULVERTS AND HARDSTANDING WORKS NOTE:- For items of ROAD, PATH, CULVERTS AND HARDSTANDING WORKS notes given at the beginning of Sch ‘A’ Part-IV (ROAD, PATH, CULVERTS AND HARDSTANDING WORKS) shall also be applicable.

M&L thermo plastic center or edge line marking (reflective type) of 3mm thickness of uniform finishing with machine conforming to BS-3262 (Part-I) 1989 read with most specification of 803 clause 4.2.1 and 4.2.2 on bituminous surface in white/yellow/red colour and super imposed with glass slam beats confirming to BS-6088 and most specification 803 clause 4.3.3 including cleaning of surface by removing all dust, dirt oil grease etc including removing of existing marking with spirit/keroscene/gas burner or mechanically on bituminous surface complete all as specified and directed.

SEWAGE DISPOSAL WORKS NOTE:- For items of SEWAGE DISPOSAL WORKS notes given at the beginning of Sch ‘A’ Part-VI (SEWAGE DISPOSAL WORKS) shall also be applicable.

M&L for RCC septic tank designed to carry sewage and sullage water excavation in any type of soil, PCC (1:4:8) below foundation, RCC M-30 design mix in walls, base slab, baffle walls and roof slab including beam etc with vent shaft, manholes opening with cover connection etc, complete with effective depth of 1.5m and overall depth of 3m for 150 users complete all as specified and directed.

M&L for Soakage wells excavation, in ordinary soil, foundation in PCC 1:3:6, walls of honey combed and solid in M-25 concrete, including intercepting chamber, screen chamber brick work in CM, RCC cover slab in M25/ SFRC interconnecting pipes of RCC/DWC complete filling with brick bats complete of size (3.0m dia x 3.0m effective depth) for 150 Users complete all as specified and directed.