Indian Oil Corporation Limited Tender
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Indian Oil Corporation Limited - IOCL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date20 Sep 2022
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 6,53,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PLHO_156321_3Bid Award Id
ViewTender No
PLCC/City Gate Stn/CGD/22096.Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Special_Instructions_to_the_Bidders_20220221v1a.pdf
Bidders Help Document for Preferential Bidding
BOQ Items
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) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge.
3750
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
3500
-
-
In Ordinary rock
150
-
-
In Hard rock (requiring blasting)
20
-
-
In Hard rock (where blasting is prohibited)
20
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
200
-
-
Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including delivery as spec ified.
150
-
-
Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termit e 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 substru cture to a depth of 300 mm including excavation channel along the wall & rodding etc. complete :
70
-
-
Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling an d plugging holes etc. :
70
-
-
Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
5000
-
-
Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment].
400
-
-
CONCRETE WORK :
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
30
-
-
1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
10
-
-
1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]
180
-
-
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]
30
-
-
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on dam p proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
30
-
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge.
90
-
-
REINFORCED CEMENT CONCRETE :
-
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng 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 fr om natural sources]
40
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding 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 fr om natural sources]
40
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
1100
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
100
-
-
Suspended floors, roofs, landings, balconies and access platform
1400
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
950
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
1800
-
-
Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drai n covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, cur ing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess in brick wall for pla cing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materia ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement s hall be made as per relevant item of SOR.] :
-
-
-
With cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 10 mm nominal size).
20
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more
90000
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500 D or more
25000
-
-
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batch ing plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , ex cluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as pe r IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately] :
-
-
-
All works upto plinth level
1000
-
-
All works above plinth level upto floor V level
200
-
-
Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer 's recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge]
150
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
120
-
-
Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in :
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
300
-
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level :
-
-
-
Cement mortar 1:4 (1 cement :4 coarse sand)
300
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels :
-
-
-
Area of slab up to 0.50 sqm
2
-
-
Area of slab over 0.50 sqm
10
-
-
Providing and fixing first 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 the 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 ce ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete.
50
-
-
35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (o n both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power , including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section siz e 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing th e styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm single pie ce solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and directions of the En gineer-in-Charge :
-
-
-
Non-decorative Finish (Matt Finish)
5
-
-
Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hin ge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fi xing 3 nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor das h fastners, all complete as per manufacturer's specification and directions of the Engineer-in-Charge.
12
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters :
-
-
-
80 x 1.25 mm M.S. laths with 1.25 mm thick top cover
7
-
-
Providing and fixing ball bearing for rolling shutters.
2
-
-
Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick r im bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headed screws, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of t he Engineer-in-Charge.
8
-
-
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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.
1300
-
-
Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).
13
-
-
Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm unifor m thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, etc. complete in all respects inclusive of cost of all labour, materials, tool s, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
0.6
-
-
Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
1200
-
-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wi re or nuts, bolts and washers as required complete as per the directions of the Engineer-in-Charge :
-
-
-
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade.
400
-
-
Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge.
300
-
-
Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
350
-
-
Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardne r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specific ations and directions of the Engineer-in-Charge.
350
-
-
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge :
-
-
-
In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
25
-
-
In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
65
-
-
Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) :
75
-
-
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete.
25
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of first quality conforming to IS:15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick be d of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints wit h white cement and matching pigments etc., complete.
15
-
-
Providing 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 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete :
-
-
-
Size of Tile 600x600 mm
120
-
-
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of c ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete :
-
-
-
Size of Tile 600x600 mm
15
-
-
Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.
60
-
-
Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
6
-
-
Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion.
40
-
-
Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :
-
-
-
Coupler (110 mm)
4
-
-
Single Push-fit Coupler (110 mm)
4
-
-
Bend- 87.5 Degrees (110 mm)
4
-
-
Shoe - Plain (110 mm)
4
-
-
Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow 'V' groove, cl ipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres made of double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a di stance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complet e as per manufacturer's recommendation and directions of the Engineer-in-Charge. [Note: Measurement shall be made wall to wall witho ut any deduction for openings, for payment purpose].
100
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement : 6 fine sand)
2400
-
-
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
250
-
-
Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge.
300
-
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
-
-
-
Water thinnable cement primer
2700
-
-
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)
2400
-
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work
300
-
-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete.
350
-
-
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved bra nd and manufacture, including applying additional coats wherever required, to achieve even shade and colour :
-
-
-
Two coats
950
-
-
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour :
-
-
-
Two coats
150
-
-
ROAD WORK :
-
-
-
Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres.
1800
-
-
Supplying and stacking at site :
-
-
-
90 mm to 45 mm size stone aggregate
12
-
-
63 mm to 45 mm size stone aggregate
40
-
-
53 mm to 22.4 mm size stone aggregate
120
-
-
Stone screening 13.2 mm nominal size (Type A)
120
-
-
Stone screening 11.2 mm nominal size (Type B)
120
-
-
Moorum
50
-
-
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rollin g with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite ty pe of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
462
-
-
Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately].
-
-
-
Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer
145
-
-
Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"].
1500
-
-
Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge.
20
-
-
Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accord ance with applicable specifications.
25
-
-
Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be a s per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length c onstruction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per directi ons of the Engineer-in-Charge.
150
-
-
Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks 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, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge :
-
-
-
60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.
500
-
-
80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern.
350
-
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.]
5
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
1750
-
-
Providing and fixing white vitreous china pedestal type water closet (European type) (Ref. Make: HINDWARE, Model: Cat No.-20058 or e quivalent approved) with seat and lid, 10 litre low level white vitreous china dual flushing cistern (Ref. Make: HINDWARE, Model: Ca t No.-21028 or equivalent approved) & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with spe cials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and bracket s, cutting and making good the walls and floors wherever required :
-
-
-
W.C. pan with ISI marked white solid plastic seat and lid
2
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includ ing painting of fittings and brackets, cutting and making good the walls wherever require :
-
-
-
White Vitreous China Wash basin size 550x400 mm (Ref. Make: HINDWARE, Model: Cat No.-10010 or equivalent approved) with a pair of 15 mm C.P. brass pillar taps
2
-
-
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete :
-
-
-
Flexible Pipe :
-
-
-
32 mm diameter
5
-
-
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P. brass screws and washers complete.
2
-
-
Providing and fixing toilet paper holder :
-
-
-
C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent).
2
-
-
Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge :
-
-
-
Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws, etc.
2
-
-
C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent).
4
-
-
Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge :
-
-
-
15 mm nominal dia pipes
10
-
-
20 mm nominal dia pipes
10
-
-
25 mm nominal dia pipes
5
-
-
External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppl y including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge :
-
-
-
25 mm nominal dia pipes
10
-
-
32 mm nominal dia pipes
30
-
-
50 mm nominal dia pipes
5
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
25 mm nominal bore
2
-
-
32 mm nominal bore
3
-
-
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms :
-
-
-
15 mm nominal bore
3
-
-
Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specificatio ns and directions of the Engineer-in-Charge :
-
-
-
Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent)
2
-
-
Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge :
-
-
-
Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent)
2
-
-
Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. including cutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackl es etc. as per specifications and directions of the Engineer-in-Charge.
6
-
-
Providing & fixing Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube 8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent).
2
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), I S:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with out fittings and the base support for tank.
1000
-
-
Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete :
-
-
-
150 mm diameter
60
-
-
200 mm diameter
12
-
-
Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burnt clay F.P. S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50 kg and weight of the frame sha ll not be less than 2.70 kg as per standard design] :
-
-
-
100x100 mm size P-type
5
-
-
Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
300 mm dia. R.C.C. pipe
50
-
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of ceme nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
450 mm dia R.C.C. pipes
12
-
-
600 mm dia R.C.C. pipes
12
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality :
-
-
-
Heavy Duty-20 :
-
-
-
Circular shape 560 mm internal diameter
2
-
-
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bri cks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cemen t : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
-
-
-
Inside dimensions 455x610 mm and 45 cm deep for single pipeline :
2
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diam eter, 1.8 m long complete as per standard design :
-
-
-
With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5
1
-
-
Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coar se aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, la bour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge :
-
-
-
For 30 Users
1
-
-
Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge.
2
-
-
Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125m m C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
4
-
-
Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-Charge.
1
-
-
Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge.
50
-
-
Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge :
-
-
-
750mm x 750mm x depth up to 1000mm inner dimensions
8
-
-
600mm x 600mm x depth up to 750mm inner dimensions
6
-
-
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] :
-
-
-
450 mm diameter piles
300
-
-
500 mm diameter piles
100
-
-
Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per sp ecification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-in-Charge.] :
-
-
-
Single pile up to 50 tonne Safe Capacity :
-
-
-
Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"]
6
-
-
Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"]
12
-
-
Group of two or more piles up to 50 tonne Safe Capacity :
-
-
-
Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"]
5
-
-
Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"]
5
-
-
Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (Part-IV) by Kentledge method including preparat ion of pile head etc. for :
-
-
-
Single pile :
-
-
-
Up to 50 tonne Safe Capacity pile. [Note: Unit "EA" shall mean "PER TEST"]
5
-
-
Lateral load testing of single pile in accordance with IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load on pile :
-
-
-
Up to 50 tonne capacity pile. [Note: Unit "EA" shall mean "PER TEST"]
5
-
-
Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS:14893 including surfa ce preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and hig h skill trained personal for conducting the test & submission of results, all complete as per directions of the Engineer-in-Charge. [Note: Unit "EA" shall mean "PER TEST"]
5
-
-
ALUMINIUM WORK :
-
-
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] :
-
-
-
For fixed portion :
-
-
-
Powder coated aluminium (Minimum thickness of powder coating 50 micron)
1000
-
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] :
-
-
-
Powder coated aluminium (Minimum thickness of powder coating 50 micron)
400
-
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] :
-
-
-
With float glass panes of 5.50 mm thickness
60
-
-
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. :
-
-
-
With stainless steel cover plate minimum 1.25 mm thickness
20
-
-
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge :
-
-
-
Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar
40
-
-
Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete.
38
-
-
Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complet e :
-
-
-
Powder coated (Minimum thickness 50 micron) Aluminium
42
-
-
Providing and fixing aluminium round shape handle of outer diameter 100 mm with SS screws etc. complete as per directions of the Eng ineer-in-Charge :
-
-
-
Powder coated (Minimum thickness 50 micron) Aluminium
8
-
-
Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per directions of the Engineer -in-Charge.
50
-
-
Grading roof for water proofing treatment with :
-
-
-
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
30
-
-
Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflec tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly c leaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge .
400
-
-
Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge.
100
-
-
Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in-Charge, up to 90 metre depth below ground level :
-
-
-
All types of soil :
-
-
-
300 mm diameter
75
-
-
Rocky strata including boulders :
-
-
-
300 mm diameter
25
-
-
Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & up to 150 metre depth below ground level :
-
-
-
All types of soil :
-
-
-
300 mm diameter
25
-
-
Rocky strata including boulders :
-
-
-
300 mm diameter
25
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of req uired dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all dep ths, as per directions of the Engineer-in-Charge :
-
-
-
150 mm nominal size diameter
60
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well Un-plasticized P.V.C. medium well screen (RMS) pipes wi th ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per d irections of the Engineer-in-Charge :
-
-
-
150 mm nominal size diameter
60
-
-
Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required gra ding & sizes as per actual requirement, all complete as per directions of the Engineer-in-Charge.
10
-
-
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia p erforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direct ions of the Engineer-in-Charge.
150
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel scr ewed and socketed/ plain ended casing pipes of required dia, conforming to IS:4270, of reputed & approved make, including painted wi th outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges , fittings & accessories, all complete, for all depths, as per directions of the Engineer-in-Charge :
-
-
-
150 mm nominal size dia having minimum wall thickness 5.00 mm
50
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/ 3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to I S:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two c oats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, a ll complete, for all depths, as per directions of the Engineer-in-Charge :
-
-
-
150 mm nominal size diameter
25
-
-
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, remova ble as per requirement, all complete for borewell of :
-
-
-
150 mm diameter
2
-
-
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS:2800 (Part-I), including ne cessary bolts & nuts of required size complete. :
-
-
-
150 mm clamp
2
-
-
Providing and fixing Bail plug/ Bottom plug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) :
-
-
-
150 mm diameter
1
-
-
Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 30 0 Litre Per Minute (LPM) to required head with starter, wiring from starter to motor and incoming feeder to starter including pipe w ith all attachment complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as per drawings, specif ications and directions of the Engineer-in-Charge :
-
-
-
7.5 HP
1
-
-
Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge.
140
-
-
Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge.
350
-
-
Providing and fixing 100mm wide Vertcal Fabric Blind system of VISTA/ MAC/ TRAC of approved make & shades complete along with standa rd accessories in required design/ shade as per manufacturer's recommendations, specification and directions of the Engineer-in-Char ge.
45
-
-
Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measured in stacks will be reduced by 20% for payment].
80
-
-
Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge measured in st acks will be reduced by 8% for payment].
25
-
-
Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume o f cattle manure measured in stacks will reduced by 8% for payment].
20
-
-
Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge.
50
-
-
Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidat ion, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR].
200
-
-
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by vo lume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, sludg e or extra good earth if needed shall be paid separately under relevant item of SOR].
-
-
-
Holes 60 cm diameter and 60 cm deep
20
-
-
Supplying & Stacking of Selection No.1/ Doob Grass at site fresh & free from weeds having proper roots in green including loading, u nloading, carriage and all taxes paid etc. complete as per directions of the Engineer-in-Charge.
200
-
-
Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supply and filling of good earth, if required during maintenance period. [N ote: The grass and good earth shall be paid for separately under relevant item of SOR] :
-
-
-
In rows 5 cm apart in both directions
50
-
-
With grass Turf
150
-
-
Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge.
20
-
-
"Carrying out topographic survey/ mapping survey including Identifying & plotting the existing facilities for a radius of 100m fro m the each corner of the plot in all types of land involving mapping with advanced equipment (total station) plotting the existing underground and over ground facilities with type, size, height, function of structure in all respects as per drawing, technical spec ification and the direction of engineer-in-charge and submission of all drawings, reports, maps made in Auto CAD in 4 sets, along w ith the soft copies in CD/ External Hard disk. (1) Existing facilities including roads, buildings, type of buildings (Commercial/Industrial/Residential/School etc.),vacant land, Trees, Nalla, Canal, Inter-distance between plot edges and surrounding building in terms of G/G+1/G+2 etc., name of the roads, nea rby km stone from the plot are to be covered in the survey. (2) Clearing of bushes/vegetation/cutting and removing tree branches (if required) are under the scope of the contractor (3) Arranging all Manpower, equipment, tools etc. required for the execution of the work are to be arranged by the contractor"
4500
-
-
MECHANICAL/PIPING WORKS FOR CGS STATIONS
-
-
-
FABRICATION, ERECTION, INSTALLATION AND TESTING OF PIPING
-
-
-
"Receiving and taking over of all Owner supplied materials from Owner's designated place(s) of issue, transportation including loadi ng, unloading, handling from Owner's designated place(s) of issue to Contractor's own stock yard(s) / work site(s) / work shop(s) in cluding arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials (except those specified s ubsequently in SOR), equipment, consumables as defined in Contractor's scope of supply and their transportation to the work site(s); performing all above ground piping fabrication works including cutting, edge preparation (inclusive of grinding the edges of pipes, fittings, flanges etc. to match with the matching edges of uneven / different thickness wherever required), fit up, bending, pre-he ating wherever required, welding, threading etc.; erection of pipes of all types and thickness over sleepers, overhead on racks and at all elevations; hook-up with equipment nozzles; all types of inline and online instruments such as pressure / thermal safety valv es (other than those covered separately), fittings of all sizes i.e. elbows, reducers, tees, 'o' lets, flanges, blind flanges, spect acle blinds, tapping's for pressure gauges, thermowells, hoses and hose couplings of all sizes, if applicable, vents and drains requ ired for process and hydrotesting purposes etc. including fixing of all types of gaskets (including gaskets for RTJ flanges), bolts, studs and nuts of all sizes; carrying out non-destructive testing (excluding radiography covered subsequently in SOR) such as Ultra sonic Test/magnetic particle/ liquid penetration etc. as required; hook-up with existing piping / pipeline installed by others as pe r drawings wherever required; cleaning and flushing by water / compressed air, carrying out hydrostatic test, pneumatic test, valve functional test and any other type of testing as specified, de-pressurising, dewatering, drying by compressed air if applicable; cu tting / rebeveling (as required), pre-commissioning and providing commissioning assistance to Commissioning Contractor / Agency for process piping and commissioning of non-process piping if applicable; clean-up and restoration of site, preparation of as built draw ings, documents and project records; transportation of surplus free issue materials to Owner's designated place(s); completing all w orks in all respects as per the AFC drawings, specifications, standards and other provisions of Contract and instruction of Engineer -in-Charge. Note :- a) Surface finishing before painting shall be as per Sa 2 1/2 and shall be considered under this item. Bidder to quote accordingly. b) All butt welded fittings end shall generally match with connecting pipe wall thickness. However, in case of misalignment, contrac tor shall have to do end preparation accordingly without any extra cost. c) All couplings, nipples, plugs for nipple etc. as required shall be supplied by contractor without any extra cost. d) Supply and Installation of fittings & flanges and any other item of size 2"" & below is covered under this item. NO extra cost s hall be paid for thee items e) Any branch connection taken from mainline shall be considered under this SOR item only. f) Painting of pipe flange, fittings, valves, for all auxilary items suitable for corrosion class as per site and according paintin g specification attached in Tender Document is considered under this item. Bidder to quote accordingly g) RAdiography inspection shall be covered in relevant SOR item. All other NDT inspection are covered under this item. NO extra parm ent shall be given for other NDT for CGS work. No extra cost shall be paid for the above items."
-
-
-
Installation of above ground Carbon Steel Process Piping as per details given below:
-
-
-
Size - 12.0 Inch, Thk/Sch - 7.1 mm , Material - API 5L Gr. X-52 PSL 2, (CHARPY), BE, ERW/Seamless
45
-
-
Size - 8.0 Inch, Thk/Sch - 6.4 mm , Material - API 5L Gr. X-52 PSL 2, (CHARPY), BE, ERW/Seamless
45
-
-
Size - 4.0 Inch, Thk/Sch - 6.4 mm , Material - API 5L Gr. X-52 PSL 2/A106/A333 Gr. B TH./Sch XS, (CHARPY), BE, ERW/Seamless or A106 Gr.B
60
-
-
Size - 2.0 Inch, Thk/Sch - XS , Material - API 5L Gr. X-52 PSL 2, (CHARPY), BE, ERW/Seamless or A106 Gr.B
20
-
-
LAYING OF UNDERGROUND PIPELINE WITHIN PLOT BOUNDARY
-
-
-
"Receiving and taking-over as defined in the specifications, handling, loading, transportation and unloading of Owner supplied 3 - L ayer PE coated line pipes & valves (4"" & above) from Owner designated stock-yard to Contractor's own stock yards/workshops/work-si tes including preliminary activities, preparation of drawings, wherever required for crossings etc. including handling, stacking, st ringing on the pipeline Right-of-use / pipeline route alignment, carrying out inspection of company supplied materials including lin e pipes at the time of taking over, laying / installation of coated line pipe, associated fittings and accessories, including execut ing all works. It also include, TCP system installation during laying, Warning mat laying, field joint coating , Radiography, cleani ng, flushing, Hydrostatic Testing etc. Any other activities not mentioned/ covered explicitly above, but otherwise required for satisfactory completion/ operation/ safety/ statutory/ maintenance of the works shall also be covered under the scope of work and has to be completed by the Contractor within specified time schedule at no extra cost to owner. The pipeline laying shall be done as per specification, code & standard & guideli ne by Owner/ Owner’s Representative."
-
-
-
12" x 7.1 mm - API 5L X 52 ( HFW / SMLS )
45
-
-
8" x 6.4 mm - API 5L X 52 ( HFW / SMLS )
45
-
-
"SUPPLY OF BARE PIPE "
-
-
-
12" NB X 7.1 mm Thk API 5L PSL2
40
-
-
8" NB X 6.4mm Thk API 5L PSL2
45
-
-
INSTALLATION OF VALVES
-
-
-
"Receiving and taking over of all Owner supplied materials, equipment's from Owner's designated place(s) of issue, loading , unloadi ng, handling from Owner's designated place(s) of issue to Contractor's own stock yard(s)/ work site(s)/ work shop(s) including arra nging all necessary intermediate storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Contractor's scope of supply and its transportation to the work site(s);installation of valves, flow meters, strainers, equipment's including fixing of gaskets, bolts, studs, nuts wherever required, levelling, aligning, installation and assembly of accessories in cluding accessories for actuators including making electrical connections for such actuators, if any, by bolting/ threading or weldi ng of pipes at all elevations, testing, completing all works in all respects as per drawings, specification, other provisions of Con tract and directions of the Engineer-in-Charge. "
-
-
-
Installation of above ground Flanged Valves (Ball / Plug / Check / Gate / Globe) as per details given below:
-
-
-
Size - 12.0 Inch, Rating - 300#
2
-
-
Size - 8.0 Inch, Rating - 300#
2
-
-
Size - 4.0 Inch, Rating - 300#
7
-
-
Size - 2.0 Inch, Rating - 300#
5
-
-
Installation of above ground Butt Welded Valves (Ball / Plug / Check / Gate / Globe) as per details given below:
-
-
-
Size - 12.0 Inch, Rating - 300#
2
-
-
Size - 8.0 Inch, Rating - 300#
2
-
-
Size - 4.0 Inch, Rating - 300#
5
-
-
Size - 2.0 Inch, Rating - 300#
3
-
-
Supply including procurement, testing and transportation to worksite(s)/workshop(s) including loading, unloading and handling for t he following materials to be supplied by Contractor as per the requirement of PMS, specifications, data-sheets, standards, instructi ons of Owner/ Engineer- in-Charge and other provisions of Contract.
-
-
-
Supply of above ground Carbon Steel Process Piping as per details given below
-
-
-
Size - 4.0 Inch, Thk/Sch - XS, Material - ASTM A 106 GR.B,BE SEAMLESS
80
-
-
Size - 4.0 Inch, Thk/Sch - XS, Material - ASTM A 333 GR.6,BE SEAMLESS
12
-
-
Size - 2.0 Inch, Thk/Sch - XS, Material - ASTM A 106 GR.B,BE SEAMLESS
20
-
-
FLANGES
-
-
-
Supply of Weld Neck Raised Face (WNRF) Flanges as per details below:
-
-
-
Size - 12.0 Inch, 300# , Thk/Sch - 7.1 mm, Material - ASTM A694 F52 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
8
-
-
Size - 8.0 Inch, 300# , Thk/Sch - 6.4 mm, Material - ASTM A694 F52 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
8
-
-
Size - 4.0 Inch, 300# , Thk/Sch - 6.4 mm , Material - ASTM A694 F52 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
20
-
-
Supply of Blind Flanges as per details below:
-
-
-
Size - 12.0 Inch, 300# , Thk/Sch - 7.1 mm , Material - ASTM A694 F52 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
1
-
-
Size - 8.0 Inch, 300# , Thk/Sch - 6.4 mm , Material - ASTM A694 F52 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
1
-
-
Size - 4.0 Inch, 300# , Thk/Sch - 6.4 mm , Material - ASTM A694 F52 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
2
-
-
Supply of Fig 8 (Spectacle Blind) as per details given below:
-
-
-
Size - 12.0 Inch, 300#, Material - ASTM A694 F52 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.48
3
-
-
Size - 8.0 Inch, 300#, Material - ASTM A694 F52 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.48
3
-
-
Size - 4.0 Inch, 300#, Material - ASTM A694 F52 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.48
3
-
-
Size - 4 Inch, 300#, Material - ASTM A350 GR.LF2, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.48
2
-
-
FITTINGS
-
-
-
Supply of major items as per specification enclosed in tender
-
-
-
"Supply of Long Radius bends (R = 3D), Rating 300 # Supply & fabrication of 3D bends as per PMS, specification requirement, data sheet, manufacturer, testing of fabricated bend & tra nsportation of fabricated bend to site for installation of sizes specified below. All the Fabrication and Testing shall be as per sp ecification. The butt-weld end thickness of the bend shall meet the thickness of connected line pipe as specified below: "
-
-
-
12" NB , Material : API 5L X 52 / ASTM A 860 WPHY 52, min. thick. 7.1 mm (3D Bends)
-
-
-
45 Degree
4
-
-
60 Degree
2
-
-
90 Degree
2
-
-
8" NB , Material : API 5L X 52 / ASTM A 860 WPHY 52, min. thick. 6.4 mm (3D Bends)
-
-
-
45 Degree
4
-
-
60 Degree
2
-
-
90 Degree
2
-
-
4" NB , Material : API 5L X 52 / ASTM A 860 WPHY 52, min. thk. 6.4 mm (3D Bends)
-
-
-
45 Degree
1
-
-
90 Degree
1
-
-
Supply of R=1.5D 90o BW Elbow as per details given below:
-
-
-
Size - 12.0 Inch, 300# ,Thk/Sch - 6.4 mm, Material - ASTM A860 WPHY 52 (Charpy) Dimn. Std. - ASME B 16.25
3
-
-
Size - 8.0 Inch, 300# ,Thk/Sch - 6.4 mm, Material - ASTM A860 WPHY 52 (Charpy) Dimn. Std. - ASME B 16.25
3
-
-
Size - 4.0 Inch, 300# ,Thk/Sch - 6.4 mm, Material - ASTM A860 WPHY 52 (Charpy) Dimn. Std. - ASME B 16.25
16
-
-
Supply of R=1.5D 45o BW Elbow as per details given below:
-
-
-
Size - 12.0 Inch, 300# ,Thk/Sch - 7.1 mm, Material - ASTM A860 WPHY 52 (Charpy) Dimn. Std. - ASME B 16.9
2
-
-
Size - 8.0 Inch, 300# ,Thk/Sch - 6.4 mm, Material - ASTM A860 WPHY 52 (Charpy) Dimn. Std. - ASME B 16.9
2
-
-
Size - 4.0 Inch, 300# ,Thk/Sch - 6.4 mm, Material - ASTM A860 WPHY 52 (Charpy) Dimn. Std. - ASME B 16.9
2
-
-
Supply of BW Equal Tee as per details given below:
-
-
-
Size -12.0 Inch,300#, Thk/Sch - 7.1 mm , Material - ASTM A860 WPHY 52, Dimn. Std. - ASME B 16.9
3
-
-
Size -8.0 Inch,300#, Thk/Sch - 6.4 mm , Material - ASTM A860 WPHY 52, Dimn. Std. - ASME B 16.9
3
-
-
Size -4.0 Inch,300#, Thk/Sch - 6.4 mm , Material - ASTM A860 WPHY 52, Dimn. Std. - ASME B 16.9
2
-
-
Supply of BW Equal Barred Tee as per details given below:
-
-
-
Size -12.0 Inch,300#, Thk/Sch - 7.1 mm , Material - ASTMA860 WPHY 52, Dimn. Std. - ASME B 16.9
1
-
-
Size -8.0 Inch,300#, Thk/Sch - 6.4 mm , Material - ASTMA860 WPHY 52, Dimn. Std. - ASME B 16.9
1
-
-
Supply of BW Un-equal Tee as per details given below:
-
-
-
Size -8.0 Inch x 4.0 Inch,300#, Thk/Sch - 6.4 mm x 6.4 mm , Material - ASTM A860 WPHY 52, Dimn. Std. - ASME B 16.9
4
-
-
Size -4.0 Inch x 2.0 Inch,300#, Thk/Sch - 6.4 mm x Sch. XS , Material - ASTM A860 WPHY 52, Dimn. Std. - ASME B 16.9
3
-
-
Supply of Concentric Reducers
-
-
-
12" x 8", Concentric reducer, Material : ASTM A860 WPHY 52, Minimum Thick= 7.1 x 6.4 mm
1
-
-
8" x 4", Concentric reducer, Material : ASTM A860 WPHY 52, Minimum Thick= 6.4 x 6.4 mm
1
-
-
Supply of Weldolet conforming to MSS-SP-97, Material - ASTM A105 (CHARPY) and as per details given below:
-
-
-
12" x 2", Thk/Sch - 6.4 mm X XS
3
-
-
8" x 2", Thk/Sch - 6.4 mm X XS
3
-
-
12" x 4", Thk/Sch - 6.4 mm X 6.4mm
3
-
-
Insulating Joints as per tender specs, Rating 300 #
-
-
-
12", Insulating Joint, A 695 F52, Pup Piece - API 5L X52
1
-
-
8", Insulating Joint, A 695 F52, Pup Piece - API 5L X52
1
-
-
4", Insulating Joint, A 695 F52, Pup Piece - API 5L X52
2
-
-
Bolts & Gaskets
-
-
-
Supply of Bolts as per details given below:
-
-
-
Size -12.0 Inch,300#, Material- Bolt: ASTM A193 GR.B7 Nut: ASTM A194 GR.2H, Dimn. Std. - ASME B 16.9
196
-
-
Size -8.0 Inch,300#, Material- Bolt: ASTM A193 GR.B7 Nut: ASTM A194 GR.2H, Dimn. Std. - ASME B 16.10. Extended length for Spectacle Blind
60
-
-
Size -4.0 Inch,300#, Material- Bolt: ASTM A193 GR.B7 Nut: ASTM A194 GR.2H, Dimn. Std. - ASME B 16.9.
100
-
-
Size -4.0 Inch,300#, Material- Bolt: ASTM A193 GR.B7 Nut: ASTM A194 GR.2H, Dimn. Std. - ASME B 16.9. Extended length for Spectacle B lind
24
-
-
Supply of Gaskets as per details given below, As per PMS:
-
-
-
Size - 12.0 inch, 300#
8
-
-
Size - 8.0 inch, 300#
8
-
-
Size - 4.0 inch, 300#
20
-
-
RADIOGRAPHY:
-
-
-
"Performance of radiographic inspection of piping of all types, sizes, thickness including providing or hiring of all necessary equi pment, supply of all consumables including radiographic films and whatever else even though not expressly mentioned but required to perform the work as per specification and instructions of Engineer-in-Charge. Contractor to submit DPR, Inspection Report along with Radiography Report to Engineer-in-Charge. Note : a)NDT including MPT, LPT for 2"" and below are covered under this SOR item. No separate payment shall be made. Radiography of piping joints as per details given below:"
-
-
-
Size - 12.0 Inch
80
-
-
Size - 8.0 Inch
80
-
-
Size - 4.0 Inch
75
-
-
Size - 2.0 Inch
10
-
-
PIPING LEAKS / BURSTS (ATTRIBUTABLE TO OWNER)
-
-
-
"All works for leak/burst (occurring during hydrostatic testing) including necessary repair/replacement of defective pipe length, in cluding cutting and removing out defective pipes, welding, NDT of welds, repair and re-testing of defective welds, painting of welde d joints, clean-up, re hydro testing of the pipe segment including providing all necessary equipment's, labour, materials, consumabl es and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the Contrac t and directions of Engineer-in- Charge. Note: a) This rate shall be applicable for manufacturing defects in Company supplied materials only. Inch Meter-IM"
8
-
-
"Fire Fighting Equipments. Contractor will supply and erect at designated locations the fire fighting equipment. The details of the fire fighting equipment are given below"
-
-
-
75 kg capacity DCP fire extinguisher, Trolly Mounted
1
-
-
9 kg capacity DCP fire extinguisher
5
-
-
4.5 kg capacity DCP fire extinguisher
3
-
-
2 kg capacity CO2 fire extinguisher (portable)
2
-
-
4.5 kg capacity CO2 fire extinguisher (portable)
2
-
-
4 Nos. Sand Buckets with stand & canopy
4
-
-
SUPPLY OF RAIN CAP
-
-
-
Supply and Installation of Rain Cap including all necessary fabrication works, including providing all necessary equipment's, labour , materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, data sheet, specif ications enclosed with the Contract and directions of Engineer-in-Charge.
-
-
-
4" Rain Cap for Vent.
1
-
-
Nitrogen Supply
-
-
-
Supply of Nitrogen with cylinder for localized purging, Hook up of pipeline and piping.
30
-
-
Carrying out tieing-in and hook-up with the Underground sections of pipeline welding and carrying out 100% radiography, making thro ugh the pipeline etc. and complete in all respects
-
-
-
12"
1
-
-
8"
1
-
-
Wind Socks
1
-
-
INSTRUMENTATION WORKS FOR CGS STATIONS
-
-
-
Supply, Calibration and Installation along with Installation materialof instrumentation items listed below: (For details, refer inst rumentation specifications)
-
-
-
Pressure indicators of range 0 to 100 kg/cm2 with all accessories as per Data sheet, PTS-Instrumentation with appendicesand Scope of Work C&I. including Erection, Installation, testing, site calibration and commissioning along with associated accessories, fittings , etc
2
-
-
Temperature Gauge , temperature element (RTD) along with flanged thermowell mounted for underground and above ground pipeline with a ll accessories as per Data sheet, PTS-Instrumentation with appendicesand Scope of Work C&I. including Erection, Installation, testin g, site calibration and commissioning along with associated accessories, fittings, etc
1
-
-
Pressure Transmitters with Cable glands Range max (0 - 100 kg/cm2); Smart type; accuracy 0.075% or better. Installation: 2" Pipe M ounted along with fittings, accessories and other installation materials etc.,complete as per tender specifications.
2
-
-
Temperature Transmitter with duplex RTD, Thermowell & Cable glands, Range max (0 to 100 0C ) Smart type; accuracy 0.1% or better In stallation: Transmitter 2" pipe mounted; RTD in thermowell on process pipe above ground installation along with fittings, accessori es and other installation materials etc.,complete as per tender specifications.
2
-
-
Weather proof junction boxes including supply of double compression cable glands, plugs for unused cable entries including WP certif icates as per the tender specifications for Field Instrument
2
-
-
Supply of prefabricated FRP canopies along with mounting accessories for local instruments, transmitters, junction box, local panel/ cabinet etc. for mountin on the stanchion and alignment.
4
-
-
Supply of cables for Field Instrument are included in below:
-
-
-
SIZE: 1P X1.5 SQMM
50
-
-
SIZE: 6P X1.5 SQMM
100
-
-
SIZE: 1T X1.5 SQMM
100
-
-
"CABLE LAYING: Laying of armoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of T elephone / Communication cables of all type in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduit s, in panels, in buildings, walls, ceilings, and on structures etc.; including the supply and installation of all required materials such as fixing clamps, screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cabl e racks, trays, poles, structures and panels) complete in all respect,as per specifications,drawings and directions of the SiteE ngineer, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths. Following items are included in Cable Laying:"
-
-
-
Cables having outer diameter upto 20mm
70
-
-
Cables having outer diameter between 20 to 30 mm
100
-
-
"Gas Detection System (GDS) Design, detailed engineering, supply, configuration, testing, installation, erection and commissioning of gas detection system. Supply and Laying of cable inside the cable trench, cable tray for hardwired signals and power cables from gas sensors to gas detect ors control unit including glanding, termination, ferruling, dressing etc. at both ends. Supply of cable trays, installation and erection of cable trays and, supply of erection materials, cable ferrules, cable lugs, cable tie etc. Folllowing items are included in the Gas Detection System:-"
-
-
-
LEL Controller (16 Channel & SIL-2 Certifed) along with wall mounted cabinet as per tender specifications
1
-
-
IR Based explosion proof & weather proof (Point type) Hydrocarbon detectors along with all mounting & other accessories as per tende r specifications.
2
-
-
IR Based explosion proof & weather proof (Open Path type) Hydrocarbon detectors along with all mounting & other accessories as per t ender specifications.
2
-
-
Explosion Proof / Weather Proof Hooters (for hazardous area) along with all mounting & other accessories as per the tender specific ations.
1
-
-
Beacons (Explosion Proof & Weather Proof) for hazardous areasalong with all mounting & other accessories as per the tender specifica tions.
1
-
-
Weather proof junction boxes including supply of double compression cable glands, plugs for unused cable entries including WP certif icates as per the tender specifications for various detectors in buildings.
2
-
-
Portable Gas Detector with controller, audio-visual alarm and suitable (intrisically safe) for hazardous area classified as classifi cation Class I, Div. I Group C&D as per API-RP-500 as per tender specification
1
-
-
Supply of cables for Gas Detection System are included in below:
-
-
-
SIZE: 1T X1.5 SQMM
150
-
-
SIZE: 8T X1.5 SQMM
100
-
-
SIZE: 2Px1.5mm2
500
-
-
SIZE: 3Cx2.5mm2
75
-
-
"CABLE LAYING: Laying of armoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of T elephone / Communication cables of all type in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduit s, in panels, in buildings, walls, ceilings, and on structures etc.; including the supply and installation of all required materials such as fixing clamps, screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cabl e racks, trays, poles, structures and panels) complete in all respect,as per specifications,drawings and directions of the SiteE ngineer, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths. Following items are included in Cable Laying:"
-
-
-
Cables having outer diameter upto 20mm
650
-
-
Cables having outer diameter between 20 to 30 mm
175
-
-
"Fire Alarm Control Panel (FACP) - Control Building Design, detailed engineering, supply, configuration, testing, installation, erection and commissioning of FACP. FACP shall be installed in suitable cabinet inside control building. Supply, Laying of cable inside building between detectors, MCP, hooter and FAC including glanding, termination, ferruling, dressing etc. at both ends. Supply & installation of cable trays (if necessary), supply of erection materials, cable ferrules, cable lugs, c able tie etc. for successful commissioning of FACP. Following items are included in the Fire Alarm Control Panel (FACP):-"
-
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-
2 loop, Addressable, Intelligent Fire Detection and Alarm Panel for automatic fire detection & annunciation of alarms for various ty pes of detectors installed like multi sensor, heat detectors, response indicators, loop isolators, manual call points, hooters etc installed in plant area and various buildings as per tender specifications
1
-
-
Addressable Multisensor Detectors, along with all mounting & other accessories for installation as per the tender specifications.
14
-
-
Addressable Manual Call Point (for Safe area) along with all mounting & other accessories as per the tender specifications.
3
-
-
Addressable Hooters (for Safe area) along with all mounting & other accessories as per the tender specifications.
1
-
-
Response Indicators used in below false ceiling and cable trench, along with all mounting & other accessories as per tender specific ations.
4
-
-
Manual Call Point (Explosion Proof & Weather Proof) for hazardous area along with all mounting & other accessories as per tender spe cifications.
1
-
-
Supply of Cables for Fire Detection System are included in below:
-
-
-
SIZE: 2P X1.5 SQMM
150
-
-
SIZE: 3Cx2.5mm2
50
-
-
"CABLE LAYING: Laying of armoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of t elephone cables of all type in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels, in buildings, walls, ceilings, and on structures etc.; including the supply and installation of all required materials such as fixing clamps, screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect,as per specifications,drawings and directions of the SiteEngineer, includi ng cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths. Following items are included in Cable Laying:"
-
-
-
Cables having outer diameter upto 20mm
140
-
-
"Cables, Cables Trays and Junction boxes Supply, laying, installation, erection of signals cable from field instruments to junction boxes including termination, ferruling, d ressing etc. Supply of cable trays, cables glands, junction boxes, erection materials, cable ferrules, cable lugs, cable tie. Installation and erection of cable trays and junction boxes."
-
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-
Supply, installation & fixing of perforated GI trays of width 100 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentricstatic load as 70 Kg at the centre, with materials, labour, tools andtackles, consumables etc , as per drawings, specification anddirections of Site Enginee r / Engineer-in-Charge.
50
-
-
"CCTV System Design, detailed engineering, supply, configuration, testing, installation, erection and commissioning of CCTV system. Folllowing items are included in the CCTV System:-"
-
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-
1/3" Day-Night Colour True IP Network Fixed Camera , focal length 4 to 8 mm or better, with IP 66 Explosion proof & weatherproof ho using, in-built lightning & surge protection, suitable mount, camera mounted interfacing junction box as applicable complete with ca bles, connectors, required interfaces etc. as per tender specifications including necessary erection hardware, poles, brackets etc. with flexible / rigid conduit and all other accessories as required.
4
-
-
Day-Night Colour IP PTZ Dome Camera with 25X to 35X Optical Zoom, minimum 10X Digital Zoom along with IP 66 weatherproof , industria l grade power supply, camera interfacing junction box as applicable, lightning & surge protection and suitable mount complete with cables, connectors, required interfaces etc. as per tender specifications.
6
-
-
Network Video Recorder/Failover NVR hardware as per specifications. The NVR Server shall be rack mount suitable for installation in Server Cabinet. With 10 TB storage
1
-
-
Client Workstation along with licensed Operating System Software, Keyboard with Joystick along with required cables, connectors, i nterfaces complete as per specifications.
1
-
-
16 port Ethernet POE Switch
1
-
-
CAT 6 cable and cabling from field cameras to CCTV control system.
500
-
-
SIZE: 3Cx2.5mm2
100
-
-
SCADA Connectivity
-
-
-
Supply & Installation of FTC with pig tails other accessories for termination of OFC - 24 Fibre
1
-
-
RS485 cable and cabling from different system to SCADA ( RS485)
500
-
-
"Transportation of all equipments (Static & Rotary) along with all accessories supplied by supplier etc. from owner's storage point / designated location to work site including loading and unloading, erection of all static / rotary equipments including layout mark ing at site, fabrication and installation of shims including cutting and grinding, installation and levelling of base plates, assemb ly of sub-assemblies, bolting, fitting of all interconnected piping items (supplied by equipment supplier), shifting and reconfigura tion of spreader beams, installation of rigging apparatus for erection crane, alignment of equipment at all elevations as per drawin gs, removal, placing and shifting of stools and saddles including loading and unloading, installation of all mountings and accessori es, all enabling work as required, and completing the work in all respects as per drawings, specification, codes and instruction of Engineer-in-Charge. "
-
-
-
Check Metering Unit
1
-
-
Electrical works
-
-
-
Supply, Installation & Laying, testing & commissioning of 25mm X 3 mm G.I strip complete with all accessories.
250
-
-
16 Ways Earthing Plate ( GI Plated copper materials)
2
-
-
Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Height of bot tom of light fitting shall be 7 meters from FGL), having base Plate 200mmx200mmx5mm along with Flameproof and Weatherproof 80 W LED well glass light fitting complete with lamp and builtin control gear and choke of approved make(Cat.No.WG/A/1234 of Sudhir Switchge ars or equivalent approved make), including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portio n of lighting pole shall made up be of 50mm diameter GI pipe(radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof junc tion box(with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arran gement and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job comp lete in all respects as per specifications, drawings and instructions of EIC / Site engineer.
25
-
-
"Supply , erection , Testing & commissioning of Outdoor area lighting system including with supply of weather proof light fixture , pole , junction box and earthing including supply of all necessary hardware , transportation at the place , un packing and all lab our and materials as per approved drawings and PTS- Electrical package of this Tender and directions of Engineer- In charge. 1x70 W Solar type Street LED Fixture with weather proof junction box with VRLA Battery (72 hrs backup time) inside JB & 4.5 to 9 mtr high pole for flood/street lighting"
1
-
-
Supply, installation, testing, commissioning of lighting fixtures complete with mounting bracket, flame proof, control gear box as p er the type of fixture, lamps etc. including pipe inserts for cables and connecting work, with all material and labour as per specif ications, drawings and instruction of Engineer-in-charge. Work to be completed in all respects
-
-
-
"Street lighting, integral flame proof well glass fixture (CMIFR approved for Zone-1/2 gas group IIA & IIB) with 110 W LED luminaire with flame proof control gear of Baliga make or equivalent reputed make(Subjected to prior approval from Engineer Incharge (EIC))."
25
-
-
Street lighting pole 7 mtr high GI octagonal pole (Type BOP-6030 of Bajaj make or equivalent) complete with bracket, GI clamps for f ixing flame proof control gear box, cable from JB to fixture, flame proof gland, civil works and its materials including all labours and complete materials, as per standard drawing & specification
25
-
-
Supply, Installation & Laying, testing & commissioning with including cable glands, lugs and termination for aluminium conductor XLP E insulated armoured served sheated FRLS cables 1100 V grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S clamp etc. of su itable size or as directed by engineer incharge, complete in all respect, the armouring with fire retararted cable shall be properly connected with the earth conductor by clamps etc.
-
-
-
12Px1.5 mm2 2XWYScreen (Cu), Signal Cable Screen
75
-
-
5Px 1.0 mm2 2XWY (Cu), Control Cable Screen
100
-
-
2P x 1.0 mm2 2XWY Screen (Cu), Signal Cable Screen
100
-
-
DISTRIBUTION PANELS, DISTRIBUTION BOARD & APFC Panel with Capacitor banks
-
-
-
Supply, Installation, testing & commissioning of Electrical / Control Panels suitable for 415 Volt,3phase,3wire 50Hz AC supply syst em with Automatic Power Factor Correction Relay and capacitor bank of suitable capacity / as per SLD fabricated in compartmentlized from CRCA sheet steel not less than 2mm thick duly treated with 7 tanks process, powder coated with approved shade and oven dried . The complete panel will have a short circuit with stand capacity of 35 KA for 1 Second, IP 42 rating. It will have a suitable MS bas e channel powder coated. The panel will be fabricated in transportable sections. The panel shall have a common copper earth bar of s ize 25mm x 5mm at the rear with 2 Nos. earth studs. The LT panel will have suitable arrangement for bus-ducting/ cable termination i nto various incoming/outgoing switchgear as required. Cable termination will be at suitable terminal block at top/bottom of the pane l and from the terminal block to switch, connection will be made with solid insulated strip/PVC insulated copper conductor cable of required current rating as required as per SLD.
-
-
-
Supply of MEDB as mentioned above & SLD
1
-
-
Solar System for Emergency Power Supply operation (Capacity 6 KWp) as per specifications (i) Solar Panel 6 KWp (ii) Dual MPTT Charg e Controller (iii) Proper Capcity sealed maintenance free VRLA battery bank (iv) 5.5 KVA 3 phase 415 V 50 Hz bi directional inverter that will supply the load and charge the battery.
1
-
-
Supply, Installation, testing & commissioning of Battery Charger 415V, 50 HZ, 10KW appx .have 1 X 100 % (Optional Item)
1
-
-
Supply, Installation, testing & commissioning of lightning conductor finial made of 25 mm dia 300 mm long GI tube having single pro ng at top with 85 mm dia 3 mm thick GI base plate including holes etc. complete as required.
4
-
-
Supply, Installation, testing & commissioning of GI strip of 25 x 3 mm thick on parapet or surface of wall for lightning conductor complete with joints and other accessories as required.(for horizental run).
70
-
-
Supply, Installation, testing & commissioning of GI Tape of 25 x 3 mm thick on parapet or surface of wall for lightning conductor c omplete with joints and other accessories as required.(for vertical run).
50
-
-
Supply, Installation, testing & commissioning of Steel Structure Angle, Chanels, Sq. bar, round Bar. Scope including Cutting, fabri cation, painting & installation at site works
300
-
-
Supply, Installation Chequred plate 8 mm thick, Scope including Cutting, fabrication, painting & installation at site works
500
-
-
DG Set in acoustic enclosure mounted on a common base frame, complete with PLC based AMF panel, 1 number fuel tank of 990 Ltrs al ong with piping interconnecting fuel tank & engine with isolation valves, batteries, battery charger & leads, AVM Pads, Residential Silencer, Motor driven separate lube oil priming pump, First fill of lube oil, Acoustic enclosure, complete for exhaust system inclu ding cladding & support structure, as per the specification, spares (2 years maintenance spares as mentioned in annexure-II and any other spares not covered in annexure-II but required as per the manufacturer recommendations) as per the specifications, all interco nnecting power & controls cable along with the termination material (lugs & glands) etc., complete in all respect as per the specifi cation.
-
-
-
25 KVA without AMF Panel
1
-
-
Above LT DG set required PLC based AMF panel etc. for 25 KVA rating
1
-
-
"SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: RUBBER HAND GLOVES: Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark."
2
-
-
"INSULATING MATS - Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elast omer mats as per specifications: Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A)"
2
-
-
INSULATING MATS - Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elasto mer mats as per specifications: Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B)
2
-
-
Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge:
-
-
-
Power cables LT : OD upto 20 mm
550
-
-
Power cables LT : OD above 20 mm and upto 40 mm
1515
-
-
Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg /Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge.
300
-
-
Supply, erection, installation and testing of 20M high mast shaft in three sections suitable for wind speed as Per IS-875, with rai sing lowering system comprising, head frame, luminaries carriage suitable to install 24 nos luminaries of BENP-20FL 240 W LED of Baj aj Make or Equivalent in symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial, including 1 set foundation bolts manufactured from special steel a long with nuts, washers, anchor plates and templates. This includes Supply and installation of 24 nos. Integral LED Flood Light Lumi naire with the following components: 02 nos Aluminum Cast luminary body, 02 nos Electronic Circuit & LED drivers, 02 nos Weather pro of Transparent Cover, 02 nos Luminary Mounting Clamps, 02 nos LED Assembly. 240 Watts and 1 set Within Luminary Interconnection. S upply and installation of 2 nos. LED type single dome aviation obstruction light is also required with one high mast. This also inc ludes Supply and installation of 1 no. outdoor stand mounted feeder pillar with 63A, 4-pole MCCB incomer, single dial time switch, 4 5A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, I ncoming (25/35) sq. mm and outgoing 16 & 2.5 sq. mm terminals. The Control Panel shall be of flame proof type suitable for gas group IIA/IIB.Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soil bearing capacity at s ite as 10 T/sqmtr at 2 metre depth with all materials and labour. Lightning Finial shall be insulated from body and head frame of Hi gh Mast and a separate down conductor (1Rx1Cx(25/35) sq mm Aluminium Flexible Cable) shall run from the lightning finial to an earth ing bolt independent of the high Mast structure. Electrical accessories like plug & socket, power tool motor etc at the bottom of hi gh mast shall be flame proof type suitable for gas group IIA/IIB. Electrical Accessories like plug & Socket, Power Tool etc at the b ottom of high mast shall be of flame proof Type Suitable for Gas Group-IIA/IIB. Ref. - Technical specifications.
1
-
-
Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper pl ate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, sa lt etc including supply of interconnecting cables / strips including necessary welding etc complete as per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall al so include testing of each earth pit and the entire earthing system on whole. (Note: Earthing for field instruments shall be provide d from Station earth grid covered in Electrical SOR.)
3
-
-
Supply, installation, testing and commissioning of ACE (Artificial concept of earthing with chemical rod) Chemrod earthing electrode by digging earthing Item includes the supply and installation of the CI/RCC cover in the earth pit, backfilling etc. and constructi on of chamber; complete including excavation, backfilling and supply of all materials required for making earth pit as per drawings, specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respect s.
10
-
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect:
-
-
-
50 mm X 6 mm G.I. earthing strip
500
-
-
25mm x 3 mm copper flat
100
-
-
GI wire / rope 35 sq. mm
50
-
-
GI wire / rope 10 mm diameter
50
-
-
Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge:
-
-
-
50 mm
200
-
-
100 mm
400
-
-
FLP & WP JUNCTION BOX - Supply, erection, installation, testing and commissioning of flameproof & weather proof junction box for pr oviding cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & inst allation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specificatio ns and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect: 8 way junction box with 8 cable entries (1 x 1" & 7 x 3/4") at bottom & 20 nos. terminals.
2
-
-
Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language.
2
-
-
Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fixing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language.
2
-
-
Ceiling fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular swi tch) including providing space for electronic regulator in switch box, providing and fixing fan hook in the ceiling as per specifica tions and drawings.
12
-
-
Exhaust fan / wall bracket fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade in cluding earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan inc luding providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawin gs. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one c ircuit.
15
-
-
Wiring for 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specif ications and drawings
10
-
-
"AC point wiring: Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal clad socket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box "
5
-
-
Decorative Light fittings - Supply, installation, connection, earthing and testing of the following fittings, including supply and i nstallation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other requir ed materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from t he approved make list given in the specifications:
-
-
-
LED Ceiling Point: Supply and fixing of surface mounted LED ceiling light fitting type Mainstream spot Aura 15W of PHILLIPS or equiv alent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including i nstallation.
16
-
-
WP Endura LED: Supply and fixing of surface mounted weather proof Endura LED WT 550 light fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation.
20
-
-
Supply and fixing of LED wall light cat. no. 35022 9W fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation.
5
-
-
Ceiling fan, BEE 5 star rated, with electronic regulator & other accessories and fittings etc. of or approved make with 56" Sweep s ize
6
-
-
Exhaust fan - Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greav es or of approved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and conne cting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications , drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete: 12" Sweep
4
-
-
PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providi ng necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including makin g good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge includin g cost of all labour, materials etc.:
-
-
-
19 mm
50
-
-
25 mm
150
-
-
32 mm
50
-
-
LT Cables FRLSH - Copper Cables-1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 o verall sheathed, Stranded, FRLSH, C2, Smoke density40%: CU,3CX2.5 mm²,2XWY
550
-
-
LT Cables FRLSH - Copper Cables-1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 o verall sheathed, Stranded, FRLSH, C2, Smoke density40%:CU,4CX4 mm²,2XWY,
450
-
-
LT Cables FRLSH - Aluminium Cables-1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST- 2 overall sheathed, Stranded, FRLSH, C2, Smoke density40%:AL,4CX16 mm²,A2XFY
500
-
-
LT Cables FRLSH - Aluminium Cables-1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST- 2 overall sheathed, Stranded, FRLSH, C2, Smoke density40%:AL,4CX25 mm²,A2XFY
165
-
-
LT Cables FRLSH - Aluminium Cables-1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST- 2 overall sheathed, Stranded, FRLSH, C2, Smoke density40%:AL,3.5CX50 mm²,A2XFY
350
-
-
FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document. First Aid Box with Snake serum _ Q.18
2
-
-
FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document. Electrical Siren_Q.24
1
-
-
FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document. Hand Operated siren_Q.25
1
-
-
AIR CONDITIONER SPLIT TYPE - Supply & Installation of 1.8T Split Type five star BEE rated ACs (Daiiken / Hitachi / Carrier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete as per instruction of EIC / Site Engineer
3
-
-
Supply of UPS & UPS Panel
-
-
-
5 KVA PR UPS: 5 KVA in (1+1) parallel redundant equal load sharing configuration with Power SPDs and ACDB excluding battery as per t he tender specifications
1
-
-
Sealed maintenance free 2V VRLA battery in dual string for 4 hrs backup considering aging, temperature & capacity factors complete w ith all interconnecting cables, glands, battery cables, battery stands, AC distribution boxes, connectors & lugs etc as per the tend er specifications for 5 KVA UPS.
1
-
-
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