PLANNING, DESIGN, DRAWING AND CONSTRUCTION OF PMT MARRIED ACCOMMODATION INCLUDING INTERNAL WATER SUPPLY AND SANITARY ELECTRIC SERVICE CONNECTIONS AND CONSTRUCTION OF INTERNAL ROADS FOR HQ CE (P) UDAYAK AT DOOM DOOMA UNDER 1444 BCC/48 BRTF/PROJECT UDA

Amount

Item No.1 (Accommodation works) Detailed survey investigations, planning, preparation and approval of detailed drawings and designs and construction of permanent married accommodation Phase-II including foundation, plinth, partition wall, slabs, flooring, fixing of doors & windows, including septic tank, soak pit, parkings, fire fighting equipment, toilet & bath room fittings, internal/external finishes with electrical & water supply fittings, drainage, kitchen cabinets, antitermite treatment, water proofing, damp proof course, plinth protection, wardrobes fittings, staircase, varanda, balcony, lobby including landscaping complete in all respect all as specified in particular specifications and as directed by OC Contract/Engineer-in-charge. Refer Para 22 of Sch 'A' notes at tender Page No 285.

Soil investigation, preparation of architectural and structural design for RCC double storied framed structure with concrete roof slab, drawing, proof check and Construction of Type-II Married accommodations (36 nos Qtr 75 Sqm each in 02 floors i.e. 02 Qtr per floor) complete in all respect as specified in special condition and particular specifications including water supply system, sanitary/plumbing works, electrifications, sewage disposal and area drainage system as directed by OC Contract/Engineer -In- Charge.

Soil investigation, preparation of architectural and structural design for RCC double storied framed structure with concrete roof slab, drawing, proof check and Construction of Type-III Married accommodations (24 nos Qtr 85 Sqm each in 02 floors i.e. 02 Qtr per floor) complete in all respect as specified in special condition and particular specifications including water supply system, sanitary/plumbing works, electrifications, sewage disposal and area drainage system as directed by OC Contract/Engineer -In- Charge.

Soil investigation, preparation of architectural and structural design for RCC double storied framed structure with concrete roof slab, drawing, proof check and Construction of Type-IV Married accommodations (08 nos Qtr 135 Sqm each in 02 floors i.e. 02 Qtr per floor) complete in all respect as specified in special condition and particular specifications including water supply system, sanitary/plumbing works, electrifications, sewage disposal and area drainage system as directed by OC Contract/Engineer -In- Charge.

Soil investigation, preparation of architectural and structural design for RCC Single storied framed structure with concrete roof slab, drawing, proof check and Construction of Type-V Married accommodations (05 nos Qtr 186.50 Sqm each) complete in all respect as specified in special condition and particular specifications including water supply system, sanitary/plumbing works, electrifications, sewage disposal and area drainage system as directed by OC Contract/Engineer -In- Charge.

Soil investigation, preparation of architectural and structural design for RCC Single storied framed structure with concrete roof slab, drawing, proof check and Construction of Type-VI Married accommodations (01 nos Qtr 254 Sqm) complete in all respect as specified in special condition and particular specifications including water supply system, sanitary/plumbing works, electrifications, sewage disposal and area drainage system as directed by OC Contract/Engineer -In- Charge.

Item No.02 (Internal Roads, Pathways) Construction of internal road network comprising of site leveling, preparation of sub-base, laying of sub-base and wearing course and pathways as per approved design and drawing as specified, approved complete in all respect as directed by OC Contract/Engineer-in-charge.

Preparation of sub-grade by excavating upto 20 cm average depth, removal of vegetations and other extraneous matter dressing excavated earth to required camber or super elevation and rolling with power roller incl watering & disposal of surplus earth complete in all respect all as specified and directed by OC Contract/Engineer-in-charge.

Providing, laying and compaction of 150 mm thick Granular Sub Base Course confirming to MoRT&HSpecification for Road and Bridge Works (Fifth Revision), over already prepared sub grade surface, including preparation of existing surface and inclusive of cost of all materials, machinery, carriage and correction works as required, including manual operation as and when required for proper grade and level and camber, through rolling with power roller with necessary hand packing to give an even surface, including running expenses of all machineries, inclusive of proper traffic control during laying to the satisfaction of engineer, required quality control tests at required interval etc complete in all respect all as specified and directed by OC Contract/Engineer-in-charge.

Providing, laying and compaction of WBM 75 mm consolidated thickness of stone metal size 63 mm to 45 mm, grading No.1, as Table-400-9 with type 'A' screening as per Table 400-10 and satisfying the physical requirement as per Table 400-8 of MoRT&H specifications, spraed, rolled, hollow made up to form true surface blinded and compacted to gradient and camber required all as specified and directed by OC Contract/Engineer-in-charge

Providing, laying and compaction of 50 mm thick DBM (Dense Bituminous Macadam) layer over WBM Surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge.

Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface, with pre-coated stone chips grading confirming to Table:500-17 and aggregates satisfying the physical requirement of Table 500-16 of MoRT&HSpecification for Road and Bridge Works (Fifth Revision)mixed with minimum 5.4% bitumen by mass of total mix and 2% filler by weight of mix all as specified as per mort&h specifications (fifth revision) complete in all respect all as specified and directed by OC Contract/Engineer-in-charge.

Providing and applying prime coat over WBM surface by mechanical mean with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ of 7.5 km/10 sqm (Rs-1 grade) using emulsion pressure distributor, confirming to Clause 502 of MoRT&HSpecification for Road and Bridge Works (Fifth Revision) complete in all respect and as specified and directed by OC Contract/Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5 kg/10 sqm on prepared bituminous/granular surface cleaned with mechanical broom over primed surface DBM layer, all complete as per Clause 503 of MoRT&H Specification for Road and Bridge Works (Fifth Revision)complete in all respect and as specified and directed by OC Contract/Engineer-in-charge.

Earthwork in embankment/Shoulders/ Berm filling with earth free from roots spreading in layers not exceeding 30 cm including watering and fishing to required slope & level not exceeding 1.5m high above the base in ordinary soil as per of MoRT&H Specification for Road and Bridge Works (Fifth Revision) complete in all respect and as specified and directed by OC Contract/Engineer-in-charge.

Road Marking with Thermo Plastic Paint (2.5 mm thick) and Glass Beads with Road marking Machine confirming to clause 803 of MoRT&H Specification for Road and Bridge Works (Fifth Revision) complete in all respect, as specified and directed by OC Contract/Engineer-in-charge.

Providing and fixing of road stud 100x100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and dedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part4) 1973 as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge

M/s Atw India Pvt Ltd (BID ID -3334449)

M/s Badri Rai & Company (BID ID -3336275)

GANPATI CONSTRUCTION COMPANY (BID ID -3336212)