Kerala Electrical And Allied Engineering Company Limited Tender
Everything can be found here in your one-stop destination for all types of Kerala tenders online - be it Kerala PWD tenders or an LSGD Kerala tender. Search from across the categories, cities, and authorities while having the option to download tender-related documents. Also, get to know how to register as a bidder and how to bid online for Kerala tenders.
Costs
EMD
₹ 50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_KEL_435776_1Bid Award Id
ViewTender No
KRO/ BDC/919/2021Tender Authority
Kerala Electrical And Allied Engineering Company Limited ViewPurchaser Address
-Website
http://https://www.kel.co.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead etc complete as directed by the departmental Engineer in charge.In cement mortar
59.4
-
-
... More
FOUNDATION
-
-
-
... More
12.1.1 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ordinary soil - Depth upto 3 m - Manual Means etc complete as directed by the departmental Engineer in charge.
380.99
-
-
... More
12.7.B : Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications etc complete as directed by the departmental Engineer in charge.
13.32
-
-
... More
12.23.6 : Bored cast-in-situ M35 grade R.C.C. Pile using concrete mixer excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-750 mm etc complete as directed by the departmental Engineer in charge.
192
-
-
... More
12.22 : Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing etc complete as directed by the departmental Engineer in charge.
8.95
-
-
... More
12.38.C.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specificationn RCC Grade M30 - Using Concrete Mixer etc complete as directed by the departmental Engineer in charge.Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
79.83
-
-
... More
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications etc complete as directed by the departmental Engineer in charge. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
15.84
-
-
... More
13.14 : Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications etc complete as directed by the departmental Engineer in charge.
20000
-
-
... More
Retaining wall- 15m on both side
-
-
-
... More
4.1.6 : 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 : 6 graded stone aggregate 40 mm nominal size) etc complete as directed by the departmental Engineer in charge. Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
20.35
-
-
... More
OD : Ring bund Type-1 Putting up ring bund as per approved shape 3m bottom width, 1.5m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 1.2m apart and filled in between with puddle clay to form bund for an average height 3m including labour dismantling the bund after completion of the work etc. complete.( base OD 60.1.1)volume of bund (1.5+3)/2*3.00*20=135.00m3volume of core 1.2*2.00*20=48.00m3vol. of earth=135-48=87.00m3No. of bags 87/0.027=3223nos etc complete as directed by the departmental Engineer in charge.
85
-
-
... More
5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc complete as directed by the departmental Engineer in charge.Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level. (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS).
161.57
-
-
... More
OD : Bailing out water using pump above 5 HP and Up to 10 HP- Bailing out water with engine and pump set above 5 HP and up to 10 HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete( Base OD 60.2.3) etc complete as directed by the departmental Engineer in charge.
300
-
-
... More
5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). etc complete as directed by the departmental Engineer in charge.
145.9
-
-
... More
5.35 : Add for using extra cement in the items of design mix over and above the specified cement content therein etc complete as directed by the departmental Engineer in charge.
116.72
-
-
... More
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc complete as directed by the departmental Engineer in charge. (Centering and shuttering for different category of work may be considered separately.)
144
-
-
... More
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete etc complete as directed by the departmental Engineer in charge. (Centering and shuttering for different category of work may be considered separately.)
32.04
-
-
... More
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers etc complete as directed by the departmental Engineer in charge. (Centering and shuttering for different category of work may be considered separately.)
70.18
-
-
... More
5.22.6 : 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 etc complete as directed by the departmental Engineer in charge. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
4714.2
-
-
... More
16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30.
45
-
-
... More
2.25 :.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. etc complete as directed by the departmental Engineer in charge.
205.85
-
-
... More
PILE CAP
-
-
-
... More
12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap etc complete as directed by the departmental Engineer in charge. Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
3.27
-
-
... More
12.38.D.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specificationbr
RCC Grade M-35 -Using Concrete Mixer br etc complete as directed by the departmental Engineer in charge. Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
39.2
-
-
... More
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications etc complete as directed by the departmental Engineer in charge. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
5.1
-
-
... More
FINISHING
-
-
-
... More
5.23 : Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand). etc complete as directed by the departmental Engineer in charge.
86.1
-
-
... More
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work etc complete as directed by the departmental Engineer in charge.
1950
-
-
... More
13.52.2 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work etc complete as directed by the departmental Engineer in charge.
86.1
-
-
... More
OPERATOR'S ROOM AND ELECTRIC ROOM
-
-
-
... More
4.1.8 : Providing 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 : 8 graded stone aggregate 40 nominal size) etc complete as directed by the departmental Engineer in charge. Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
3.77
-
-
... More
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete etc complete as directed by the departmental Engineer in charge. (Centering and shuttering for different category of work may be considered separately.)
5.61
-
-
... More
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc complete as directed by the departmental Engineer in charge. (Centering and shuttering for different category of work may be considered separately.)
27.21
-
-
... More
5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc complete as directed by the departmental Engineer in charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level.
8.63
-
-
... More
5.3 : 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 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size) etc complete as directed by the departmental Engineer in charge.
4.24
-
-
... More
5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) etc complete as directed by the departmental Engineer in charge. (Centering and shuttering for different category of work may be considered separately.)
6.03
-
-
... More
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform etc complete as directed by the departmental Engineer in charge. (Centering and shuttering for different category of work may be considered separately.)
32.81
-
-
... More
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more etc complete as directed by the departmental Engineer in charge. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
1056.54
-
-
... More
50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete as directed by the departmental Engineer in charge. Min. average compressive strength as per IS shall be 40-50kg/cm2 and has to be assessed by testing at Govt. lab. ( Variation in rate due to change in size of block and level of floor as per DSR/PRICE has to be considered).
9.15
-
-
... More
2.25 :Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. etc complete as directed by the departmental Engineer in charge.
2.9
-
-
... More
50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete as directed by the departmental Engineer in charge. Min. average compressive strength as per IS shall be 40-50kg/cm2 and has to be assessed by testing at Govt. lab. ( Variation in rate due to change in size of block and level of floor as per DSR/PRICE has to be considered).
3.13
-
-
... More
11.3.1 : Cement 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 etc complete as directed by the departmental Engineer in charge. Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
11.61
-
-
... More
11.26.1 : Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick etc complete as directed by the departmental Engineer in charge.
12.65
-
-
... More
10.16.2 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes etc complete as directed by the departmental Engineer in charge. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
2159.44
-
-
... More
OD : Providing and fixing galvalume trafford roofing sheet with powder coated (150GSM) of 0.5mm thick as approved by the Engineer-in-charge. The sheets shall be fixed using self drilling/self tapping screw of size (5.5x55mm) with EPDM seal complete upto any pitch in horizontal/vertical/curved surface, but ezcluding the cost of purlins. rafters, and including cutting to size shapes where ever required. Details of cost for area of roof 2x18.09x5.1=184.518sqm( Base OD 12.50) etc complete as directed by the departmental Engineer in charge.
45.08
-
-
... More
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) etc complete as directed by the departmental Engineer in charge.
54.59
-
-
... More
13.2.1 : 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand) etc complete as directed by the departmental Engineer in charge.
173.67
-
-
... More
13.17 : 6 mm cement plaster 1:3 ( 1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. etc complete as directed by the departmental Engineer in charge.
47.3
-
-
... More
9.121 : Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame etc complete as directed by the departmental Engineer in charge.
18.2
-
-
... More
9.122.1 : Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames etc complete as directed by the departmental Engineer in charge.
5.88
-
-
... More
9.68.1 : Providing and fixing oxidised M.S. casement stays ( straight peg type) with necessary screws etc. complete.300 mm weighing not less than 200 gms etc complete as directed by the departmental Engineer in charge.
7
-
-
... More
9.147A.3 : Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately)br
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with top fixed with S.S. friction hinges (350 x19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm &mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazingbead of appropriate dimension. ( Area of window upto 2.50 sqm).
5.04
-
-
... More
9.147B.1 : 543
SUB HEAD : 9 - WOOD & PVC WORK
9.147B Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if
required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead ofappropriate dimension. (Area upto 0.75 sqm.)
0.27
-
-
... More
9.7.7.2 : Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:5.5mm thick glass pane etc complete as directed by the departmental Engineer in charge.
2.8
-
-
... More
9.48.2 : Providing 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 openings/ wooden frames with rawl plugs screws etc complete as directed by the departmental Engineer in charge. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
79.65
-
-
... More
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work etc complete as directed by the departmental Engineer in charge.
89.93
-
-
... More
OD : Supplying and fixing good quality PVC ready made septic tank 2.40m length and 0.75m dia or nearest available size, including all cost and conveyance charges, labpur charges for erecting etc complete as directed by the departmental Engineer in charge.
1
-
-
... More
13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) etc complete as directed by the departmental Engineer in charge. Make: Asian, Berger, Nerolac or eq. in the order of pref.
122.33
-
-
... More
13.45.1 : Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm etc complete as directed by the departmental Engineer in charge. Make: Asian, Berger, Nerolac or eq. in the order of pref.
48.65
-
-
... More
Miscellaneous
-
-
-
... More
8.1.B : Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 Grade PCC Using Concrete Batching and Mixing Plant on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 etc complete as directed by the departmental Engineer in charge.
32
-
-
... More
5.2.c : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.30 - 0.35 kg per sqm on the prepared Cement Concrete pavementcleaned with mechanical broom. etc complete as directed by the departmental Engineer in charge.
147.34
-
-
... More
5.11.a : Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion (SS) and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface. Type - I - (2-3 mm thickness) Filling of hair cracks etc complete as directed by the departmental Engineer in charge.
147.34
-
-
... More
5.15 : Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen (VG - 30) meeting the requirements given in table 500-40, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 etc complete as directed by the departmental Engineer in charge.
147.34
-
-
... More
8.46 : Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic etc complete as directed by the departmental Engineer in charge.
250
-
-
... More
Approach road
-
-
-
... More
OD : Providing and laying factory made chamfered edge hydraulically pressed cement concrete paver blocks in 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 and pattern over 50mm thick compacted bed of sand , compacting and proper embedding/laying of interlocking paver blocks in to the sand bedding layer through vibratory compaction by using plate vibrator, filling rthe 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. 100mm thick cement concrete paver block of M-40 grade with approved colour, design pattern.Details of cost for 10 sqm etc complete as directed by the departmental Engineer in charge.
420
-
-
... More
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
-
-
-
... More
2:Rate should be inclusive of installation, testing and commissioning cost for all items
-
-
-
... More
3.Rate should be Exclusive of GST.
-
-
-
... More
4.Work should be executed as per DSR/PWD/Irrigation Dept. specification and direction of Engineer at site.
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements