Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Nov 2022
Closing Date28 Nov 2022
Tender Amount₹ 32,23,50,220
Costs
EMD
₹ 64,47,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPKDA_750984_1Bid Award Id
ViewTender No
D/250/CE/KDA/2022-23Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead
as per direction of Engineer-in-charge.
-
-
-
In lime mortar
11
-
430
In cement mortar
35
-
430
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
-
-
-
Beyond 30 cm girth upto and including 60 cm
girth
1
-
190
Beyond 60 cm girth upto and including 120
cm girth
1
-
840
Beyond 120 cm girth upto and including 240
cm girth
13
-
3920
Above 240 cm girth
1
-
7870
Bill No 2: Earth Work
-
-
-
Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done form of regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm. layers including ramming and dressing pulverization the surface to required levels and slopes and also including 1.5 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer-in-charge including supply of roller and water required for proper completion of the work as per M.O.T. specification No. 301, 2.1.
44135
-
150
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift be used in making embankment or to be deposited as spoil blanks with in 30 M. distance as directed by the Engineer incharge. Including Royality.
18930
-
115
Bill No 3: Non-Bituminous Courses
-
-
-
Construction of granular sub-base by providing coarse graded material of grading- I(lower layer), spreading in uniform layers with motor grader on prepared surface, mixing by mix in plant method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
10347
-
3225
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per clause 406.
3157
-
3390
Bill No 4: Bituminous Courses
-
-
-
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per
clause 502.
21028
-
30.4
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503.
21028
-
10.9
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of grading I, premixed with bituminous binder @
4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.
1157
-
7300
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-I, premixed with polymer modified bituminous binder @ 5.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH
631
-
8890
Bill No 5: Miscellaneous
-
-
-
Providing and laying cement concrete 1:3:6 (1 cement : 3coarse sand : 6 graded stone ballast 20mm, nominal size) including supply of all materials labour and T&P etc. rewuired for proper completion of the work and curing complete also including cost of formwork in foundation and floor
15
-
5950
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
10510
-
3225
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
5171
-
88
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
2859
-
524
Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.
168
-
678
16.50 Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
8407
-
128
P/L design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using coarse sand and graded stone aggregate of 40 mm nominal size - Cement concrete prepared with batch mixing machine
600
-
8120
Deduction sale of materials brick batts
46
-
935
RETAING WALL
-
-
-
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and sides of foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.
17342
-
130
Add to item 251 for every additional 30m. (100 fts.) lead or part of 30m. (100 fts.) or for every additional 1.5 m. (5fts.) lift or part of 1.5m. (5fts.).
6937
-
20
Providing & Laying Cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone ballast 20mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in
foundation and floors.
694
-
6900
Providing & Laying Cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone ballast 20mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in
foundation and floors.
307
-
5950
Centering and shuttering including strutting,
propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for
mass concrete.
5886
-
187
Centering and shuttering including strutting,
propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
34473
-
349
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching 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 , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
All works upto plinth level.
5353
-
8155
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks
4818
-
6180
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.
1051
-
6500
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)
29428
-
112
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 (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-
charge).
625
-
7033
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of
joints etc. complete :150 mm dia. R.C.C. pipe
210
-
364
ESTIMATE FOR SIGNAGE BOARD
-
-
-
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and sides of foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.
35
-
130
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area
cleared.
26
-
5
Providing & Laying Cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone ballast 20mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing
complete, also including cost of formwork in
3
-
5950
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for
mass concrete.
128
-
187
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching 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 , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. All works upto plinth level.
32
-
8155
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks
68
-
6180
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.
2700
-
6500
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc.
complete. On steel work
162
-
88
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956- 01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer--in-charge.
Mandatory/ Regulatory sign boards of 900 mm
diametre with support length of 3750 mm
8
-
4860
Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with
support length of 3650 mm
8
-
3710
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in- charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer- ncharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Over head infomatory road sinage
132
-
4780
ESTIMATE FOR MISC. CIVIL WORKS
-
-
-
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and sides of foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.
7620
-
130
Add to item 251 for every additional 30m. (100 fts.) lead or part of 30m. (100 fts.) or for every additional 1.5 m. (5fts.) lift or part of 1.5m. (5fts.).
7620
-
20
Providing & Laying Cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone ballast 20mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in
foundation and floors.
1676
-
6900
Providing & Laying Cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone ballast 20mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in
foundation and floors.
154
-
5950
Centering and shuttering including strutting,
propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for
mass concrete.
1262
-
187
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
20180
-
349
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching 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 , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level.
1665
-
8155
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks
1499
-
6180
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer-in-Charge.
80mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.
12612
-
820
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
4204
-
820
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand
: 12 graded stone aggregate 20 mm nominal size)
upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
405
-
4789
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of
stone. Red sand stone
3750
-
748
Extra for pre finished nosing in treads of steps of
Kota stone/ sand stone slab.
1000
-
78.4
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 (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-
charge).
313
-
7033
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
21020
-
494
ESTIMATE FOR HORTICULTURE WORKS
-
-
-
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 volume (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 (cost of manure, sludge or extra good earth if needed to be paid for separately) : Holes 1.2 m dia and 1.2 m deep
250
-
189
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting
4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers
of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint
of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S.
sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of
Officer-in-charge.
250
-
2987
Providing and applying anti termite treatment of infected trees i/c all branches/leaves by spraying chemical emulsion 0.5% (Chlorpyriphos 20% EC) concentration through power spray machine (@ 100 ml Chlorpyriphos per tree i/c cost of chemical) and as per direction of officer-in-charge.and as per direction of officer-in-charge.
250
-
46
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast
of plant & water)
250
-
4
Supply and stacking of Magnolia grandiflora plant of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v
150
-
380
Supply and stacking of Ficus benjamina (green) plant of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge.
100
-
180
Complete maintenance of trees (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department) and as per direction of officer in
charge. Trees for 250 no/(up to 4 & up to 3 year Slow & Fast growing group) FOR FIRST YEAR(Per tree per month)
250
-
137.68
FOR SECOND YEAR
250
-
159.64
FOR THIRD YEAR
250
-
151.24
ESTIMATE FOR STREET LIGHT
-
-
-
LIGHT
-
-
-
Supply and fixingof LED Street light Fitting having die cast aluminiumbody and diffuserwith driver set suitable for 110 to 130 Watt. Confirmingto IP 65 and above Protection complete in all respect.12100-14300 System lumenes high power LED with lenses110lm/w PF0.95 ,THDC10% at full load CRI770 Petted driver set (not circuittory) phase to phase protection at 440V &300V Auto cut and restart feacher with 5 year warrantee
169
-
10500
POLE
-
-
-
Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with SINGLE arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.
169
-
20890
L T CABLE SYSTEM :
-
-
-
S.I.T.C. 1100 Volts grade Cable as per I S 7098, Pt.1(Latest Edition) with Stranded Aluminium conductor; XLPE insulated, multi-core, bunched, Armoured/un-armoured with overall PVC insulation / Copper stranded conductor; PVC insulated as per I S 1554 (Latest Edition) Armoured/un-armoured with overall PVC insulation. Cable shall have Nominal identification Plates at booth ends ('supply from' & ;supply to'). The sizes are as follows:
-
-
-
: 4C x 10 sq. mm. A2XWY9 (57507/18H)
4626
-
327
: 3C x 1.5 sq. mm. Ar. Cu Cable
1521
-
80
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of
1.1 KV grade as required. : 4C x 10 sq. mm. A2XWY
338
-
87
PIPES
-
-
-
Supplying and fixing of following sizes of medium class uPVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed
conduit as required. : 50 mm
47
-
127
CABLE PIT
-
-
-
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
4
-
7383
EARTHING
-
-
-
Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories,
and providing masonry 'enclosure with cover plate having locking arrangement and
watering pipe of 2.7 meter long etc. with charcoal/
coke and salt as required.
4
-
5380
Supplying and laying 25 mm X 3 mm G.l strip at
0.50 meter below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of
G.l. nut bolt & spring washer spaced at 50mm)
241
-
90
Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing as
required.
926
-
66
Feeder Piller
-
-
-
Supply and fixing of following capacity of automatic street ligalcubicle controll pannel painted with anti corrotion alkali and acid proof paint consisting of time switch T.S.O. 00 series with contractor HRC Fuses issolating switch metering instrument anf instrument Box with cvs etc in case of TPN complete in all respect For 40A TPN
-
-
-
Note : The contactors shall be controlled by a Digital Astro Timer with adjustable time of switching 'ON' and 'Off' the lamps through out the
year; mounted inside the Feeder pillar.
4
-
29300
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