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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹1.8 L (1.56%)Admitted-Finance | ₹1.2 Cr+₹1.8 L (1.56%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹3.2 L (2.72%)Admitted-Finance | ₹1.2 Cr+₹3.2 L (2.72%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹23.7 L (20.2%)Admitted-Finance | ₹1.4 Cr+₹23.7 L (20.2%) | L4 | Admitted-Finance |
| 5 | L5₹1.4 Cr+₹26.2 L (22.4%)Admitted-Finance | ₹1.4 Cr+₹26.2 L (22.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ROBIN MAZUMDER L5 | RAJU VARGHESE L1 | V K PHILIP L4 | AMAL DAS L2 | Mantu Mondal L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earth 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: | ||||||||
| 1.01 | All kinds of soil | 32.4 | sqm | 150 ₹4,860 | 15 ₹486 Lowest | 125 ₹4,050 | 200 ₹6,480 | 200 ₹6,480 |
| 2.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. | ||||||||
| 2.01 | All kinds of soil. | 118.78 | cum | 500 ₹59,390 | 300 ₹35,634 Lowest | 395 ₹46,918.1 | 300 ₹35,634 Lowest | 300 ₹35,634 Lowest |
| 3.00 | Filling 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. | 109.39 | cum | 250 ₹27,347.5 Lowest | 250 ₹27,347.5 Lowest | 375 ₹41,021.25 | 290 ₹31,723.1 | 320 ₹35,004.8 |
| 4.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 414 | sqm | 30 ₹12,420 | 20 ₹8,280 Lowest | 25 ₹10,350 | 20 ₹8,280 Lowest | 20 ₹8,280 Lowest |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||
| 5.01 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 16.8 | cum | 18,000 ₹3,02,400 | 11,000 ₹1,84,800 Lowest | 13,300 ₹2,23,440 | 13,000 ₹2,18,400 | 13,000 ₹2,18,400 |
| 5.02 | 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) | 28.02 | cum | 16,000 ₹4,48,320 | 10,000 ₹2,80,200 Lowest | 12,500 ₹3,50,250 | 12,000 ₹3,36,240 | 12,000 ₹3,36,240 |
| 6.00 | Making 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. | 51.57 | sqm | 1,200 ₹61,884 | 1,000 ₹51,570 | 1,250 ₹64,462.5 | 1,200 ₹61,884 | 950 ₹48,991.5 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
17 Aug 2023, 10:00 amClosed
EE, MID, APWD, Hut Bay
EE, MID, APWD, Hut Bay
Construction of Gram Panchayat Bhawan at Rabindra Nagar Little Andaman under SD III MID APWD Hut Bay
2023_APWD_10875_1
NIT/SE/CC-I/2023-24/12
Open Tender
Civil Works - Others
Item Rate
365 days
Rabindra Nagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3.2 L
Confrence Hall of SE, CC-I, APWD, Port Blair
18 Aug 2023
11 Jul 2023
18 Aug 2023
12 Jul 2023
17 Aug 2023
25 Jul 2023
13 Jul 2023 - 20 Jul 2023
24 Jul 2023
Amount
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 excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m.
All kinds of soil.
Filling 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.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Providing 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 40 mm nominal size derived from natural sources)
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)
Making 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.
Providing 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 de rived from natural sources)
Reinforced 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)
Reinforced 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).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Stairs, (excluding landings) except spiral-staircases
Weather shade, Chajjas, corbels etc., including edges
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing 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.
Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. (copper oxidized as per IS: 1378)
300 mm weighing not less than 330 grams
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
Twin rubber stopper
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge
Extruded section profile size 48x40 mm
Providing and fixing to existing door frames.
24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
Providing and fixing non load bearing fixed frame for fire resistant glazed partition for 120 minutes Fire Rating, made out to a profile of dimension 60mm x 70 mm of 1.6 mm thick galvanised steel sheet as per test evidence suitable for fixing fire rated glass for 120 minutes of both integrity & radiation control (EW120) & minimum 20 minutes of insulation (EI20).The profile has to be fixed to the supporting construction by means of anchor fasteners of size M10 x 80, every 150 mm from the edges and every 500 mm (approx) c/c. Linear measurement of frame shall be measured for payment. The frame shall be filled with mineral wool insulation of density minimum 96kg/ cum. and finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per NBC 2016, IS 16231 (Part 3):2016 and directions of Engineer - in- Charge.
Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.
Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes
Providing and fixing bolts including nuts and washers complete.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :
Medium shade pigment using 50% white cement, 50% ordinary cement
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
Medium shade pigment using 50% white cement 50% Grey cement
Providing 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.
Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.
0.80 mm thick with zinc coating not less than 275 gm/m²
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).
6 mm thick Cement fiber board as per IS: 14862
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
Ridges plain (500 - 600mm)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.
New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
Applying priming coat:
With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
Providing and laying 60mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved size, design& shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with line sandetc. all complete as per the direction of Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), includingmaking drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shallbe measured for payment). (Precast C.C. kerb stone shall be approvedby Engineer-in-charge).
Providing and fixing white vitreous china pedestal type water closet(European type W.C. pan) with seat and lid, 10 litre low level whiteP.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required :
W.C. pan with ISI marked white solid plastic seat and lid
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the wallswherever require:
White Vitreous China Wash basin size 630x450 mmwith a pair of 15 mm C.P. brass pillar taps
Providing and fixing 600x450 mm beveled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washerscomplete.
Providing and filling the joints with spun yarn, cement slurry andcement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
100 mm dia pipe
Providing and fixing bend of required degree with access door, insertionrubber washer 3 mm thick, bolts and nuts complete.
100 mm dia Sand cast iron S&S as per IS - 3989
Providing and fixing plain bend of required degree.
100 mm dia Sand cast iron S&S as per IS : 3989
Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts complete :
100 mm Sand cast iron S&S as per IS - 3989
Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112 mm distance from wall of standard shape withbracket of the same materials with snap fittings of approved qualityand colour, weighing not less than 105 gms.
Providing and fixing PTMT towel rail complete with brackets fixed towooden cleats with CP brass screws with concealed fittingsarrangement of approved quality and colour.
600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms.
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
15 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
20 mm dia nominal bore
25 mm dia nominal bore
40 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
25 mm nominal bore
20 mm nominal bore
40 mm nominal bore
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
15 mm nominal bore
20 mm nominal bore
25 mm nominal bore
40 mm nominal bore
Providing 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.
Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in- charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position. a) Superior hard wood Cat-II(A)
Providing and fixing 35mm panelled, glazed or panelled and glazed shutters for doors including oxidised mild steel butt hinges with necessary screws with superior hardwood category No. II(A) including panelling with 12mm thick marine plywood (BWR) confirming to relevent specification with wooden cleats and block and as directed by Engineer in charge.
Providing and fixing in position eaves or facia board with PVC board (30cm width & 19mm thick) along with necessary fixing arrangements including nuts and bolts and drilling holes etc all complete. 19mm thick
Providing and fixing 35mm glazed shutter for windows with superior hard wood category II. using 10 kg/sqm (4mm) glass panes including oxidised M.S. butt hinges with necessary screws etc. complete. a) Superior hard wook Cat-II (A)
Providing and laying hollow cement concrete block walling upto floor five level 100 mm thick consisting hollow block of size 400 x 100 x 200 mm of mix 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 10 mm nominal and down size) laid in cement mortor 1:6 (1 cement : 6 coarse sand)
Providing and laying hollow cement concrete block walling upto floor five level 200 mm thick consisting hollow block of size 400 x 200 x 200 mm of mix 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 10 mm nominal and down size) laid in cement mortor 1:6 (1 cement : 6 coarse sand)
Providing and fixing 4 mm dia. level adjusting hangers (Upto 2.5m length) adjusting hangers to roof truss by means of providing knots as per direction of Engineer -in-charge.
Making soak pit 2.5 m diameter 3.0 metre deep with coement cocrete block 100mm thick honey comb shaft S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
With cement concrete block 100mm thick.
Providing and fixing pre-painted galvalum steel profile sheets of AZ-150 brand TATA Blue scope steel, Everest Inbdustries Ltd., JSW steel Lte., Jindal India Ltd. or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling self tapping aluminium screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Constructing CC manhole in CC Hollow block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 12.5mm nominal size) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design:
Inside size 90x80x45cm including C.I. cover with frame (light duty) 455x610mm internal dimensions total weight of cover and frame to be not less than 36km (weight of cover 23kg and weight of frame 15kg) with hollow blocks.
Construction of septic tank with cement concrete wall with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) including RCC precast top slab 10cm with CC 1:1.5:3 ( 1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), 20cm foundation concrete 1:4:8 mix (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with water proof cement mortar 1:4 (1 Cement : 4 fine sand) finished with floating coat of neat cement 50mm thick CC flooring 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate ) including RCC buffle wall 10cm with terminal guard and two man hole cover of 455x610 mm rectangular C.I cover (light duty) fixed in RCC slab, MS foot rest at 30cm cement concrete etc. complete as per standard design, drawing and direction of Engineer-in-change
For 50 users
Providing and fixing stainless steel tower bolts, ISI marked, with necessary screws etc. complete :
Providing and fixing stainless steel handles, ISI marked, with necessary screws etc. complete :
Providing and fixing PVC pipe to collect rain water from roof gutter including jointing with necessary adhesive etc complete. 100 mm dia pipe
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
100 mm nominal bore
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position Paduak wood.
Providing and fixing stainless steel sliding door bolts, ISI marked with nuts and screws etc. complete :
AMAL DAS
Mantu Mondal
V K PHILIP
ROBIN MAZUMDER
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