PROVISION OF 01 X OP WORKS SHELTER (TOILET BLOCK) AT INS JARAWA, PORT BLAIR

Amount

M & L for carrying out the soil investigation in respect of the soil investigation to cover field work and laboratory studies includes :- (a) Mobilisation of plants equipments including men and materials required at site of soil investigation, setting of boring/drilling as required and demobilization of plants and equipments on completion of work etc complete (which includes conveyance of sample collected to testing lab as required for the purpose of testing). - (Job-01) (b) Boring 01 No 150mm dia bore holes up to 6 metre depth through following type of strata (i) Any type of soil - (RM-3) (ii) Soft rock - (RM-2) (iii) Hard rock - (RM-1) (Item No.1.00 Contd.../-)

(Item No.1.00 Contd.../-) (c) Carrying out Standard Penetration Test (SPT) as per IS-2131 including collection of distrubed soil samples in bore holes of every one meter depth or any change of strata and submit the report with all requisite data.- (Each-05) (d) Collection of undistrubed soil sample at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing, sealing, packing transporting to the lab. - (Each-01). (e) Conducting necessary test on all collected samples which includes the determination of :- (Job-01) (i) Atterberg limits (ii) Natural moisture content (iii) Wet and dry density, unit weight (iv) Soil/Particle size ( soil grain size) (v) Consolidation test including pre consolidation pressure. (vi) Tri-axial shear test (vii) Shrinkage limit (Item No.1.00 Contd.../-)

(Item No.1.00 Contd.../-) (xii) Free swell index (xiii) Shrinkage limit (xiii) Soluble salt content (Sulphate, Chloride and PH content) (e) Excavation of trial pit up to 3. depth having size 1.2x1.2 for collecting 3 Nos of UDS sample including the tests:-(Job-01) (i) Atterberg limits (ii) Natural moisture content (iii) Wet and dry density (iv) Pariticle (Soil grain size) (v) Tri-axial shear test and direct shear test ( C and O determination) (vi) Specific Gravity (vii) Free Swelling Index (f) Compilation of data and submission of report in 04 copies ( as per NBC 2016, Part 6, section 2, Para 3.5) - (Job-01) (Item No.1.00 Contd../-)

(Item No.1.00 Contd../-) (i) containing scope of investigation (ii) method of drilling bore hole (iii) sampling of bore hole (iv) visual description of soil sample (v) ground levels along with ground water table level (vi) Test results ( both laboratory and field) including graphs (vii) Photographs of quipment used and samples collected with descriptions (viii) photographs of laboratory test samples after testing (ix) general observations of vicinity ( Streams, foundation system adopted etc) (x) longitudinal and transverse section profiles of ubstrata (xi) analysis of field and laboratory test results (Item No.1.00 Contd../-)

(Item No.1.00 Contd../-) (xii) calculations for arriving at allowable bearing capacity as per IS and pile capacities at suitable depth (xiii) recommendation for suitability of foundation Note : (i) The job be treated as single and quote to be for the enite job. (ii) Period of completion of item No.1 of BOQ shall be one month form the commencement of works. Soil Investigation report shall be submitted to the GE within one month from the date of Commencement of work.

Design the sub structure and super structure of pre engineered building (PEB) with open foundation based on enclosed design data, architectural drawings and specification for Toilet block, preparation of drawings, estimate and checking for structural stability, duly vetted by National Test house/ IIT/ Govt Engineering Institutions/ NIT, shall be submitted in soft copy and hard copy. For design purpose safe bearing capacity of soil shall be considered 11 to 12 T/Sqm all as specified and as directed. Note : (i) The rate is deemed to be included the following (a) Certificate from the vetting agency i.e National Test house/ IIT/ Govt Engineering Institutions/ NIT, stating that the design is meeting all relevant codal requirements and design of building is structurally sound shall be furnished. (b) All drawings for structural design, PEB structure including the details of structural members, junctions, structural plans sections required shall be furnished in original tracing alongwith soft copy in CD and 5 sets of hard copy. (ii) Period of completion for Item No.2 of BOQ shall be 02 months from the date of commencement of work Design of sub structure and super structure shall be submitted to the GE duly vetted within 02 months from the date of commencement of work order No.1 for approval.

Construction of building of PEB Structure of size 7.32x4.88mx3.2m clear height in single storey (Dimensions as per Architectural drawings) including internal services all as specified Architectural drawings and structural design drawings shall be followed for supply and erect pre engineered building steel structure including sub structure and super structure, including RCC M30 (design mix) foundation, anchor bolts, base plates and all structural steel items, rain water eaves, gutters with 1.0mm thick plain galvalume sheet and 110mm bore UPVC down take pipes, 50mm thick lamellar rock wool panel having densituy 100+ 2Kg/Cum as per BS 476 Pt-4 and Euro class A1 as per En 13501-1, sandwiched between 0.50mm thick TCT colour coated light grooved galvalume sheet on both sided, 0.5mm thick profiled galvalume sheet roofing on steel trusses and purlins. The galvalume sheet should be AI-Zn alloy coating 150gsm with a yield strength of 550Mpa. Aluminium windows and ventilators as shown in drawings including all fittings and fixtures. ( Contd.../)

(Item 3 contd../-) Factory made solid PVC moulded doors vineered finish with wood free EPS including all fittings and fixtures. False ceiling with 4mm thick pre primered non asbestos sheets laid on aluminium snap gridframe work, flooring with 400x400mmx7mm to 8mm thick non skid ceramic tiles etc., dado with 300x450mmx7mm thick glazed tiles fixed with suitable adhesive on 6mm thick Non asbestos plain sheet at locations all as shown on drawings and as per manufactures instructions be included. WHB with granite top and sanitary fittings and fixtures including 750mm wide plinth protection all as specified and as shown in drawings. Approved design as per Item No.2 shall be followed for construction. Note : The rate is deemed to be included the following (a) construction of sub structure up to FFL i.e 450mm above Ground level (b) supply, fabrication and erection of superstructure with necessary fixing arrangements provided in the sub structure. (c) Any minor variation in design due to changes in SBC of soil refer at item No.2 shall not be paid.

Surface excavation n.exc. 30cm deep and averaging 7.5cm deep & getting out in any type soil.

Material and labour for 120mm thick hardcore with broken stone of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface all as specified and as directed.

Material and labour 100mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in hard standing including using necessary use & removal of form work as in sub base complete all as speified and as directed.

Material and labour providing cement concrete in Kerb stone type C1, 1:3:6 (20mm aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar band, plinth courses, string courses, lacing courses, parapets and railing upto 60cm in height, copings, kneelers, apex stones bed plates, kerbs not provided for, water trought and the like including weathering, slightly rounded for charmfered angles and throating all as specified and as directed by Engineer-in-Charge.

Material and labour Pre cast plain cement concrete solid block 1:3:6 type C1 block masonry with solid blocks exe 10cm in width and setting in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.

Material and labour chequered cement concrete tiles with white cement and pigments of size 30cmx30cmx25mm thick over and including 15mm thick screed bed in CM 1:6 set and jointed in neat cement slurry and pointed in white/ Coloured cement to match as in foot path etc.,

Material and labour rendering 10mm thick set in CM 1:4 over cement concrete surface all as speicified and as directed by Engineer-in-Charge.

Material and labour applying two coats of Synthetic enamel paint over priming coat in kerb stone all as specified and as directed.

Material and labour for rotational moulded polyethelene water storage tank of Capacity 1000 Ltrs (cylindrical vertical with closed top) hoisted and fixed in position all as specified and as directed.

Material and labour for 40mm dia tubes, Medium grade galvanised, with all fitting laid in trenches complete all as specified and as directed.

Material and labour for 25mm dia tubes, Medium grade galvanised, with all fitting laid in trenches coplete all as specified and as directed.

Excavation in trenches n.exc 1.5m wide and 1.5m deep for foundation of manhole and getting out in soft/ loose soil.

Excavation over area n.exc 1.5m depth and getting out in any type of soil.

Returning filling in including spreading leveling watering and well ramming in layers n.exc 25cm deep as in soil complete all as specified and as directed by Engineeing-in-Charge.

Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point.

Material and labour for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in foundation of manhole etc all as specified and as directed by Engineer-in-Charge.

Material and labour for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for CI pipe 150mm bore all as specified and as directed by Engineer-in-Charge.

Material and labour for PCC 1:2:4 type B1 as in coping, surface channels, benchings etc., for manholes finished fair and even.

Material and labour for precast solid block masonry exc 10cm thick using PCC 1:3:6 type C1 set in CM 1:4 as in walls of manhole.

Material and labour for precast manhole covers with plain faces using RCC 1:2:4 type B1 and set in CM 1:4 including form work all as specified and as directed by Engineer-in-Charge.

Material and labour for TMT bars 6 to 8mm dia, cut to length, bend to shape required including cranking and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips omplete.

Material and labour for 150mm dia CI soil, waste and vent pipes in any length with (or) without ear laid in trenches and jointed in CM 1:1 all as specified and as directed by Engineer-in-Charge.

Extra for forming fair finished channel or drain 30cm girth (inner grith) in cement concrete using extra cement including forms, moulds, stopped all as specified and as directed by Engineer-in-Charge.

Material and labour for 15mm thick rendering in CM 1:4 on concrete surfaces finished fair and even all as specified and as directed by Engineer-in-charge.

Material and labour for 15mm thick rendering in CM 1:4 on concrete surfaces finished fair and even mixed with water proofing compound all as specified and as directed by Engineer-in-charge.

Material and labour for MS work such as rungs, handles to manholes etc.,

Supply only water proofing compound.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required

Supply and fix 15mm size pillar taps fancy type, cast copper alloy, with capstan heads, chromium plated screwed down high pressure, with or without lettered "Hot" or "cold" woth long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and all as directed

Supply and fix 15mm size bib taps cast copper alloy, fancy type chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and all as directed.

Supply and fix for PVC connections 15mm size with PTMT nuts of length 450mm complete.

Supply and fix 15mm thick size stop valves, cast copper alloy, fancy type, chromium plated screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and all as directed

Supply and laying of 16nn dia CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceilling or laying in floor coplete all as specified and all as directed.

Supply and laying of 20mm dia CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ ceiling or laying in floors complete all as specified and all as directed.

Supply and laying of 25mm dia CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ ceiling or laying in floors complete all as specified and as directed.

Supply & fix brass chromium plated shower rose 125mm size fixing with 15mm pipe (Minimum weight 40gms) coplete all as specified and as directed.

M&L for point wiring with 1.5 Sq mm (nominal area) for phase and neutral, PVC unsheathed FRLS multistranded copper conductor PVC insulated, 1100 volts grade, drawn through and including heavy grade ISI marked rigid non metalic PVC conduit of size not less than 20mm dia with all necessary fittings, concealed in wall / roof/ floor duly earthed with one run of signle core cable of same size but in green colour as continuous earthing moduler cover plate with frame for fixing of modular switch socket and fan regulator etc all as specified and as directed for the folling : Make : Polycab/ Havells/ Finolex

One light point controlled by one switch

One exhaust fan/ceiling fan point controlled by one switch

One 3 pin switch socket to 5Amps plug point on independent board

Supply and fix ceiling rose, 3 terminal/ PVC/ Polycarbonate, isolated body

Supply and fix ventilating fan 250 mm sweep of Havells (Venti Air-DX White) or its equivalent in Bajaj, including connecting up to ceiling rose with suitable size of twin core twisted flexible copper conductor all as specified and as directed. Make : Havells/ Usha/ Bajaj

Supply and fix sheet metal enclosure for DB, signle pole and neutral 8 way, double door with 200A rated bus bar 240 volts all as specified and as directed. Make: Havells/Legrand/ Standard

Supply and fix MCB SPN 40A all as spcified and as directed. Make: Havells/Legrand/Standard

Supply and fix MCB SP 6-32A all as spcified and as directed. Make: Havells/Legrand/Standard

Supply and fix modular switch, one way, 6Amps 1 module Make: Legrand/Cona/Havells

Supply and fix modular socket 6 A - 2/3 pin combined 2 module. Make : Legrand/Cona/Havells

Supply and fixing energy efficient LED tube light fittings 20 W, 230 V, surface and wall mounted LED batten, extructed aluminium housing provided for efficient heat dissipation with polycarbonate diffuser and intigrated electronic drive with LED tube, pre-wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size. Make: LUKER Product code - LT5M20 or equivalant in Philips, Havells, Crompton, C&S, Bajaj

Supply and fixing energy efficient LED tube light fittings 5 W, 230 V, surface and wall mounted LED batten, extructed aluminium housing provided for efficient heat dissipation with polycarbonate diffuser and intigrated electronic drive with LED tube, pre-wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size. Make: LUKER Product code - LT505 or equivalant in Philips, Havells, Crompton, C&S, Bajaj

Supply and fix building security light fittings 15W, 230V wall mounted LED batten, extructed aluminium housing provided for efficient heat dissipation with polycabrbonate diffuser and intigrated electronic drive, pre-wired and including connecting up with twin core twisted flezible copper conductor cable of suitable size and length of GI pipe, clamps etc., for fixing of light fitting. Make : LUKER Product code - LST15 or equivalant in Philips/ Havells/Crompton/C&S/Bajaj

Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6mm thick, buried directly in ground (earth pit not less than 2,25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia from earth pit to DB upto 7.5m by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No.5 connected to earthing test point all as specified or indicated including testing on completion.

bansal construction