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Construction Of Rcc 2 Storied Barrack ( 60 Person Capacity ) Including Rcc Gf Kitchen And Dining For Women Constable At Cti Panikhaiti, Kamrup-Assam

Assam Police Housing Corporation Ltd has published Construction Of Rcc 2 Storied Barrack ( 60 Person Capacity ) Including Rcc Gf Kitchen And Dining For Women Constable At Cti Panikhaiti. Submission Date for this Tender is 12-10-2022. Barrack Tenders in Kamrup Assam. Bidders can get complete Tender details and download the document.




Tender Notice

34053638
Construction Of Rcc 2 Storied Barrack ( 60 Person Capacity ) Including Rcc Gf Kitchen And Dining For Women Constable At Cti Panikhaiti
Open Tender
Indian
Assam
Kamrup
12-10-2022

Tender Details

Construction Of Rcc 2 Storied Barrack ( 60 Person Capacity ) Including Rcc Gf Kitchen And Dining For Women Constable At Cti Panikhaiti

Key Value

Document Fees
INR 3326 /-
EMD
INR 332617.0 /-
Tender Value
INR 1.66 Crore /-

BOQ Items

Name of Work: Construction of RCC 2-Storied Barrack (60 person capacity) including RCC Ground Floor Kitchen and Dining for Women Constable at CTI (CD & HG), Panikhaiti, Guwahati.
Sl. No. Item Description
1CIVIL WORK: Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
2Coursed rubble masonry (second sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand)
3Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Masonry work (second sort), in cement mortar 1:6 (1 cement : 6 coarse sand)
4Earth 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-in charge. All kinds of soil
5Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m Ordinary rock
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
7Providing 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)
8Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
9Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
10Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
11Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
12Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
13Lintels, beams, plinth beams, girders, bressumers and cantilevers
14Suspended floors, roofs, landings, balconies and access platform
15Columns, Pillars, Piers, Abutments, Posts and Struts
16Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
17Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
18Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:3 (1 cement : 3 coarse sand)
1962 mm thick cement concrete flooring with concrete hardener topping,under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
20Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
21Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
22Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
23Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick
2415 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
25Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
26Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars
27Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Fixing with adjustable lugs with split end tail to each jamb
28Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
29Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
30Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
31Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
32Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm
33Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :300x10 mm
34Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. Complete.125 mm
35Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 125x65x2.12 mm
36Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
37Brick 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).
38Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
39Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
40Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
41Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
42Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
43Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
44Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
45Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
46Treatment of soil under existing floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
47Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
48Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
49Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
50Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern
51SANITARY & WATER SUPPLYWORK: Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
52Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 10 litre (full flush) capacity-coloured
53Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.
54Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
55Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 40 mm dia
56Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
57Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm
58Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms
59Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 90 mm long, weighing not less than 93 gms
60Providing and fixing PTMT stop cock of approved quality and colour. 20 mm nominal bore, 89 mm long, weighing not less than 88 gms
61Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms
62Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 25 mm nominal dia Pipes
63Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.25 mm nominal dia Pipes
64Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes
65Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 100 mm nominal dia Pipes
66Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
67Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil. 300 mm dia
68Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia
69Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia
70Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
71Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
72Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 100 mm dia
73Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp
74Supplying and Installation of 1.5 H.P. Crompton Greaves Single phase Pump Submersible Pump Set including necessary Cable for underground and overground. Panel Board as directed by the Department.
75Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
76ELECTRICAL WORK: Wiringforlightpoint/fanpoint/exhaustfanpoint/callbell pointwith1.5sq.mmFRLSPVCinsulatedcopperconductor pointwith1.5sq.mmFRLSPVCinsulatedcopperconductor single core cable in surface / recessed medium class PVC conduit,withmodularswitch,modularplate,suitableGIbox andearthingthepointwith1.5sq.mmFRLSPVCinsulated copper conductor single core cable etc. as required. Group A
77Supplying and fixing following modular switch/ socket on the existingmodularplate&switchboxincludingconnections but excluding modular plate etc. as required. 5/6 A switch
783 pin 5/6 A socket outlet
7915/16 A switch
806 pin 15/16 A socket outlet
81Wiring for circuit/ submain wiring alongwith earth wire with the followingsizesofFRLSPVCinsulatedcopperconductor,single corecableinsurface/recessedmediumclassPVCconduitas required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
822 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
832 X 4 sq. mm + 1 X 4 sq. mm earth wire
84Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required
85Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
86Supplyingandfixingfollowingway,singlepoleandneutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, completewithtinnedcopperbusbar,neutralbusbar,earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way , Double door
8712 way , Double door
88Supplyingandfixing5Ato32A rating, 240/415V, 10kA,"C" curve,miniature circuit breaker suitable for inductive loadof following poles in theexisting MCB DB complete with connections, testing and commissioning etc. as required. Single pole
89Single pole and neutral
90Triple pole and neutral
91Supplyingandfixingoffollowingwayssurface/recess mounting, verticaltype, 415V, TPNMCBdistributionboard of sheetsteel,dustprotected,dulypowderainted,inclusiveof 200Atinnedcopperbusbar,commonneutrallink,earthbar, din bar for mounting MCBs (but without MCBs and incomer ) as required.(Note:VerticaltypeMCBTPDBisnormallyused where 3 phase outlets are required.) 4 way (4 + 12), Double door
92Earthing with G.I. Earth pipe 4.5 metre long, 40 mm dia including accessories,and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
93Supplyingandlaying6SWGG.I.wireat0.50metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
94Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 sq. Mm
95Supply and fitting, fixing of High performance street light luminaire having single die ceramic base high power LED light source, IP66 protection, PDC housing with finless design and polycarbonate cover (IK08).(including accessories) of the following specification complete including making necessary connection - 92 Watt - Cat No. BRP062 LED 92 CW SLC A1 S1 PSU* HSN Code - 9405 Philips make or equivalent as approved, specified and directed by the deptt.
96Supplying with fitting & fixing of Ceiling Fan 1200mm sweep (including accessories) of the following specification complete including making necessary connection - 1200 mm sweep (White) Summer Cool. Orient make or equivalent as approved, specified and directed by the deptt.
97Supplying with fitting & fixing of Domestic Exhaust Fan 225 mm (including accessories) of the following specification complete including making necessary connection - 225 mm spring Air Ex. Fan. Orient make or equivalent as approved, specified and directed by the deptt.
98Supply of Ace Saver LED Bulb of the following specification complete including commissioning - 9W - 825 Lumen 10K life hours.Philips make HSN Code - 85395000 or equivalent as approved, specified and directed by the deptt.
99Supplying with fitting & fixing 20 W Surface/Wall mounted LED Batten with polycarbonate housing & integrated electronic driver including making necessary connection with 2x1.50 sq. mm FRLS s.C. copper conductor cable as specified & directed by the Deptt. (Havells or equivalent make of Phillips, Bajaj, Cromton).
100Supplying including handling to site , cutting at suitable length, termination at both end of XLPE insulated aluminium conductor armoured 1.1 KV gradeUnderground cable as specified & directed by the Deptt.(Polycab or equivalent make as approved by the Deptt.) 16.00 SQ. MM 4Core 1.1 KV grade XLPE insulated Aluminium conductor armoured Underground cable (Polycab make)
101Supply installation testing and commissioning of 2 K W Solar Off-Grid Power Plan of the following specification - Total No. of Modules 6, per module capacity 335 Wp poly Crystalline, No of Batteries 4 of Tall Tubular LMLAC @ 10 12V 150Ah Battery, Solar off-Grid PCU 2KW / 2.5 KVA 48V MPPT Solar Power Conditioning Unit.HAVELLS make or equivalent as approved, specified and directed by the deptt.
102SOIL TESTING:(2 NOS.) Collection from the field and testing in the laboratory of undisturbed soil sample for sub-soil investigation (as per relevant I.S. code) by open drive sampler (100 mm dia. Boring) through clayey soil layer/sandy soil layer/sandy clay/sandy silt layer/clayey silt layer, conduction standard penetration test(SPT) and collection of SPT sampler, observation of ground water table, spot level survey to the bore location and carrying out R.L. from nearest B.M.,laboratory test (particle size analysis, hydrometer test, liquid limit determination, plastic limit determination, specific gravity determination,triaxal test, direct shear test, unconfined compression test, consolidation test) including preparation of sub-soil investigation report complete with necessary printing and binding (minimum 5 copies) A. Boring. (i) Construction of 100mm hand wash boring through all types of cycle, sandy clay,silty sand,silty clay soil, excluding transportation charges.
103B. Standard Penetration Test (S.P.T.) (i) Conduction of SPT at equal interval of 1.5 m or change of strata whichever is earlier and collection of disturbed soil sample from SPT sampler including proper airtight sealing,labelling
104C. Laboratory test (i) Particle size analysis (wet sieving)
105(iv) Determination of liquid limit test. (b) 2 points
106(v) Determination of Plastic Limit test.
107(vi) Determination of Moisture Content test.
108(vii) Determination of bulk density test.
109(viii) Determination of Specific Gravity test of fine grained soil.
110(ix) Determination of Direct shear strength (b) 2 points
111(xi) Determination ofconsolidated drain test determination of the shear strength parameters of a specimen tested in consolidated drain triaxial compression test without measuring pore water pressure, by triaxial test. shear strength parameters of a specimen tested in unconsolidated undrained traiaxial compression test without measuring pore water pressure by triaxial test. (b) 2 points
112(xii) Determination ofunconfined compressive strength. (b) 2 points
113(xiii) Determination ofconsolidation properties of Soil. (b) 2 points
114D. Transportation on charges for boring. (i) Hire charge
115(ii) Fuel
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