Uttar Pradesh Projects Corporation Limited Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Uttar Pradesh Projects Corporation Limited - UPPCL Tender
Civil And Construction
Civil Works Others
Housekeeping Services
Eprocure
Opening Date6 Jul 2024
Closing Date22 Jul 2024
Tender Amount₹ 2,02,57,000
Costs
EMD
₹ 4,05,000Document Cost
₹ 17,700Tender Fee
₹ 17,700
Summary
Tourism Development And Beautification Of Arodidayi Temple
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_UPPRC_936085_1Bid Award Id
ViewTender No
08/GM-5/UPPCL/2024-25Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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 sub grade and disposal of surplus earthwith lead upto 50 metres.
940
132540
141
Sand fillling under floor including supply of necessary quantity of sand from a distance not exceeding 8 km (5 miles) from the side of work & including watering, dressing etc. rate to include cost of labour and tools & Plants etc required for proper completion of the work .
70.5
66975
950
Providing and laying in Cement concrete 8:4:1 of not less than strength of M150 stone ballast( 40 mm nominal size) 4 apprroved coarse sand :1 Cement and curing complete, including cost of form work in foundation and floors
136.3
556785
4085
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
940
750120
798
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).
42.3
288849
6828.6
First Class M-150 brick work in 1:6 cement and coarse sand mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
42.3
206952
4892.5
SURFACE PARKING & ROAD
-
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete.
217.5
63053
289.9
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 sub grade and disposal of surplus earthwith lead upto 50 metres.
725
102225
141
Sand fillling under floor including supply of necessary quantity of sand from a distance not exceeding 8 km (5 miles) from the side of work & including watering, dressing etc. rate to include cost of labour and tools & Plants etc required for proper completion of the work .
54.4
51680
950
Providing and laying in Cement concrete 8:4:1 of not less than strength of M150 stone ballast( 40 mm nominal size) 4 apprroved coarse sand :1 Cement and curing complete,including cost of form work in foundation and floors
81.5
332927
4085
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plaln cement concrete pavement, thickness as per design, over a prepared sub |base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not Tless than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene flm, wvedges, steel plates including levelling the formwork as per drawing), spreading the concrete wilh shovels, rakes, compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joints, applying debonding strips, primer sealant, dowel bars, near approaches to bridge/culvert and construction joints,_ admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
72.5
502787
6935
Mild steel or iron in plain work such as reinforced concrete or reinforced ,brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
28.5
199571
7002.5
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
725
533672
736.1
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).
9
61453
6828.2
First Class M-150 brick work in 1:6 cement and coarse sand mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
26.1
127694
4892.5
SAND STONE PAVING
-
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete.
120
34788
289.9
Providing and laying in Cement concrete 8:4:1 of not less than strength of M150 stone ballast( 40 mm nominal size) 4 apprroved coarse sand :1 Cement and curing complete,including cost of form work in foundation and floors
14.5
59232
4085
40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone
800
819440
1024.3
Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone
7.9
451496
57151.4
SAND STONE BENCH
-
-
-
Providing & fixing Sand Stone Ornamental Bench of approved design pattern (1200x450x450MM) and specifications including c c 1 :2 :4 grouting, all materials, labour and T & P etc. required for proper completion of work as directed by engineer - in -charge
15
427500
28500
DUSTBIN
-
-
-
Fabrication and supply of Stainless Steel 304 grade, Sheet thickness = 1.2 mm, H=816mm OD = 374 mm,All around diamond shaped perforations, Pole Mounted with connector rods, Pole of OD = 75mm and fixing in (Size 600X600X600 ) MM of foundation block 1 :2 :4 including all materials, labor and T & P etc. required for proper completion of work as directed by engineer - in -charge
10
165414
16541.4
SINAGES
-
-
-
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 orother 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
5
22440
4488.1
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-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage
5
21908
4381.6
LANDSCAPE & HORTICULTURE
-
-
-
Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
15
10122
674.8
Providing and stacking of Plant (As per Architect approval) height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.( Big Tree)
10
3599
359.9
Providing and stacking of Plant (As per Architect approval) height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge..( MediumTree)
18
3643
202.4
Providing and stacking of Plant (As per Architect approval) height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. ( Small Tree)
20
1800
90
Providing and stacking of Plant (As per Architect approval) height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.(Seasonal Trees).
15
270
18
Providing and stacking of Plant (As per Architect approval), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. (Shrubs)
15
405
27
Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications.
1680
118104
70.3
Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment).
448
207827
463.9
Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment)
61.8
17786
287.8
Mixing earth and manure in specified proportion or as directed.
509.8
16772
32.9
Rough dressing the trenched ground including breaking the clods.
1400
1960
1.4
Fine dressing the ground
1400
4620
3.3
Spreading of mixed good earth and manure in specified proportions as above and in required thickness.
509.8
24011
47.1
Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
2800
12320
4.4
Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge
2800
220360
78.7
DRINKING WATER RO SYSTEM WITH COOLAR
-
-
-
Supplying, testing , Installation of RO System 20 Ltr/ hour, Dimensions(mm) 410 (L) x 260 (W) x 520 (H), Body Material ABS Food Grade Plastic, Mounting Wall mounting, Input Power Supply Single Phase 100-250 V AC, 50-60 Hz, Total Power Consumption 60 W, Storage Capacity 9 L, etc all complete in direction of engineer in charge.
1
28500
28500
Supplying, testing , Installation of Stainless Steel Water Cooler with 20 L Cooling and Storage (Metallic), Colour Metallic Material Stainless Steel Item Display Dimensions 40 x 40 x 106 Centimeters Weight 30 Kilograms, 2 tap, Drain Pipe, etc all complete in direction of engineer in charge.
1
47500
47500
EXTERNAL LIGHTING
-
-
-
Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75watt to 90 Watt. Confirming to IP66 Protection complete in all respect.
CAT- AAA
40
336300
8407.5
Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm 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.
40
627000
15675
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
4
44102
11025.6
Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
100
4060
40.6
Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
20
15490
774.5
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts 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. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shal l be properly connected with the earth conductor by clamps etc. 6.00 Sqmm 4 Core
500
141100
282.2
25.00 Sqmm 3.5 Core
100
35440
354.4
70.00 Sqmm 3.5 Core
50
29120
582.4
Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only Incoming
200 Amp. TPN-1 No Outgoing 100 Amp. TPN-1 No and 63 Amp. TPN-3 Nos. Cat. B. Cubicle Type
1
76855
76855
Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.40 A TPN
1
27835
27835
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal)
500
50600
101.2
90 mm dia (OD-90 mm & ID-76 mm nominal)
25
3387
135.5
Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. CAT-AAA
21
81196
3866.5
ENTRANCE GATE
-
-
-
Earth work in excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 m. & lead of 30 m. including filling, watering and ramming of excavated earth dressing of sides and ramming of bottoms filling of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth in 200 mm th. layers and getting out (removal of) the excavated surplus soil and disposal of surplus excavated soil as directed by engineer-in-charge up to a distance of 30 m from foundation trenches
70.7
8059
114
Providing and laying Cement Concrete 1 :4 : 8 (1 Cement : 4 coarse sand : 8 graded stone agg. 40 mm. nominal size) with cost of centring and shuttering in foundation and under floors including curing, supply of all materials, labour, T & P etc. required for proper completion of the work
5.4
22059
4085
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Raft Foundation & Footing excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.
14.6
93758
6421.8
As in item 3 above but in Column with approved stone ballast.(Using 1:1.5:3 Mix concrete)
17.8
126825
7125
As in item 3 but for the lighter beams i.e. having spans more than 6 m. (Using 1:1.5:3 Mix concrete)
10.3
73972
7181.8
Brick work with class 150 bricks in foundation & plinth in cement mortar 1: 4 (1 cement : 4 coarse sand) including all materials, labour, proper curing and T & P etc. required for proper completion of work as directed by Engineer - in -charge.
1.3
6607
5082.5
Brick work in super-structure in 1:4 (1 Cement :4 Coarse sand ) above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honey combed brick work for wall of one brick thick etc all complete in direction of engineer in charge.
8.4
46363
5519.5
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more.
71.9
503479
7002.5
12mm cement plaster in single coat on Rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 3 Coarse sand.
333.5
45956
137.8
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30 mm thick Red Sand Stone
333.5
1118325
3353.3
Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid).
400.2
69794
174.4
Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.
2002
571771
285.6
BOUNDRY WALL
-
-
-
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and 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 the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
129.6
14774
114
Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
11.6
47386
4085
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Footing excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.
28.4
182379
6421.8
Same as item no. 3 but for R.C.C Beam.
10.9
78281
7181.8
Same as item no. 3 but for R.C.C Column.
11
78375
7125
P/F 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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Fe-500
60.9
426452
7002.5
First Class brick work in 1:6 cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand)
19
96567
5082.5
Brick work in super-structure in 1:6 cement and coarse sand mortar in superstructure for wall thickness 230 cms & below brick work.
10.9
60162
5519.5
12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 Coarse sand
395.9
39510
99.8
Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem, supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.
395.9
23714
59.9
Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of Grill & stair case railing
5438.9
330685
60.8
Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.
144
12038
83.6
SUBMERSIBLE BORING
-
-
-
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia
90
41616
462.4
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia
50
21605
432.1
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia
30
13590
453
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (0.785*0.4*0.4*90)-(0.785*0.2*0.2*90)=8.478 CUM
8.5
9820
1155.4
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
12
8593
716.1
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 100 mm dia
1
148
148.1
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 necessary bolts & nuts of required size complete. 100 mm clamp.
1
1189
1189.2
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia.
1
178
178.3
Supply of submersible pump of make KSB 2.0 HP with control panel, support wire etc. complete.
1
23750
23750
Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump
90
10260
114
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore
70
18956
270.8
Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)
1
686
686
Supply of 100mm dia Johnson screen.
10
4750
475
SEPTIC TANK & SOAK PIT
-
-
-
Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth
18.5
2109
114
In all kind of soil upto 1.5m to 3.0m. depth
19.7
2527
128.3
Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:4:8 (1 cement : 4 coarse sand : 8 gradded stone aggregae 40mm nominal size)
1.2
4902
4085
Class 150 brick work in 1:4 cement and coarse sand of 2.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.
13
66072
5082.5
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item
1.1
7690
6991.8
Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
134.3
9401
70
15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
56.3
15820
281
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar
8
2926
365.8
Providing and fixing S.C.I. Tee 150 mm at the inlet and outlet of septic tank.
2
1191
595.7
Providing and fixing soil, waste and vent pipes:75 mm diameter Sand cast iron S&S pipe as per IS: 1729
3
1510
503.5
Providing & fixing of 75mm dia Sand cast iron S&S as per IS - 1729 terminal guard.
2
646
323
Providing & Fixing 75mm plane sand cast iron S&S bend of required drgtee.
2
817
408.5
Providing lead caulked joints to sand cast iron/ cetrifugally cast (squn) irons pipes & fitting of 50 mm dia
2
323
161.5
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter
2
1675
837.7
Making soak pit 2.5 mtr dia 3.0 mtr depth
1
44979
44979.6
Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor).
9.3
2032
218.5
TOILET BLOCK
-
-
-
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and 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 the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
4.6
524
114
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead
3.2
304
95
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)
4.2
17157
4085
R.c.c.work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:6, (1 cement : 6 aggregate) in lintels of doors and windows excluding supply of and windows excluding supply of and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required fo proper completion of he works. strength of the concrete shall not beless than M-200.
0.7
4761
6801.8
As in item 4 above but for slabs (Using 1:1.5:3 Mix concrete)
3.4
23772
6991.8
As in item 4 but for the lighter beams i.e.having spans upto 6 m. (Using 1:1.5:3 Mix concrete)
3.4
24418
7181.8
As in item 4 but for the Footing (Using 1:1.5:3 Mix concrete)
2.5
16054
6421.8
As in item 4 but for the Column (Using 1:1.5:3 Mix concrete)
0.7
4987
7125
Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia pile
45
91359
2030.2
Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid)
300 mm dia piles
9
15572
1730.3
Mild steel or iron in plain work such as reinforced concrete or reinforced ,brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
14.3
100135
7002.5
Mild steel or iron work of Grill work etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.
197.1
11983
60.8
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
3.2
10336
3230
Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiableconcentrate or any other approved material such as Heptrachlor or chordance will be used.The rate of application of chemical emulsion shallbe as follows : (1)Treatment for masonary & foundation 5 liters per / 100 sqm. (2) Back fill in immediate contact with foundation 7.5 liters/100sqm (3) Treatment of top surface of plinth filling 5 liters/100 sqm (4)Treatment junction of wall and the floor 7.5 liters/100 sqm (5)Treatment of soil along external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apron along external perimter 5 liters/100 sqm
17.5
2577
147.3
First Class M-150 brick work in 1:6 cement and coarse sand mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
1.6
7828
4892.5
M-150 brick work in 1:6 cement and Coarse sand mortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mm thick
9.9
52762
5329.5
Same as in item no.13 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below
0.9
4941
5491
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws
5.5
9927
1805
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood
0.3
25007
83358.6
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
2.2
1615
734.5
Providing and fixing bright finished brass each butt each with necessary screws etc. complete 125x85x5.5mm(heavy type)
3
536
178.8
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm
3
877
292.4
Providing and fixing bright finished brass door latch with necessary screws etc. complete. 300x16x5 mm
3
640
213.4
Providing and fixing bright finished brass handles with screws etc. complete. 125 mm
6
961
160.2
Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte.
3
256
85.6
12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approved sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
62.6
6247
99.8
12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approved sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
79.1
7894
99.8
Applying Water proofing compound ('Impermo' of Snowcem India Ltd. ) in plaster work 1Sqm. Per Kg.
107.8
2048
19
Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
18.9
5027
266
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching
pigment etc, complete.
12.5
10538
843.1
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
54.8
46201
843.1
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming
coat of exterior primer applied @ 2.20 kg/ 10 sqm
62.6
8325
133
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
15.3
2411
157.6
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
60.3
6494
107.7
French spirit polishing: Two or more coats on works including a coat of wood filler.
22
6329
287.7
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured
28.7
13322
464.2
Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete.
28.7
14106
491.5
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement
7.5
5850
780.1
Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.10 x 60 mm
30
2619
87.3
Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long
26
110528
4251.1
Wiring point for light with 1.0 sq.mm FR P.V.C. insulated multistrand single core Copper Conductor cable in heavy gauge rigid steel conduit pipe partly concealed in wall & partly laid in slab along with the reinforcement before concreting complete with 14 S.W.G copper earth continuity wire & piano type switch etc. complete in all respects.
15
11542
769.5
Same as in item no. 1 but for fan. and light duty exhaust fan
3
2576
858.8
Same as in item no. 1 but for 5 amp plug point with piano type switch & socket etc.
2
801
400.9
Add for light / fan points with modular type switches in place of piano type switches
1
41
41.8
Add for plug point with modular switch & socket in place of piano type switch & socket
1
78
78.9
Supply & fixing of power plug with 20 amp 250 volts flush type modular switch and 5 pin 20 amp 250 volts flush type universal modular socket on concealed MS box including supply of all material, labour T&P etc. required for proper completion of work
1
593
593.8
Supply & wiring of sub main with FR P.V.C. insulated 1100 volts grade single core copper conductor cable in heavy gauge rigid steel coduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting complete with one no. 14 SWG copper earth continuity wire complete in all respects. 2 x 4 sq. mm. In 20 mm dia conduit.
30
6300
210
2 x 10 sq. mm. In 25 mm dia conduit.
10
3572
357.2
S/F of surface / flush mounting SPN Distribution board (Legrand Lexic) without MCB complete in all respects as directed at site by Engineer-in-charge. 12 WAYS
1
1757
1757.5
Supply & fixing of 6/10/16/20/25/32 amp. SP MCB (10 KA) (Legrand Lexic)
5
1235
247
S/F of 40 Amp DP MCB (10 KA) (Legrand Lexic)
1
1121
1121
S/F of sheet steel enclosure for DP / TP / FP MCB with neutral link and earth terminal.
1
522
522.5
Supply & burrying of 600mm x 600mm x 6.0mm G.I. plate, vertically for earthing with its top at least 3 m below ground level complete 20mm dia. G.I.pipe and funnel for watering and one earthing lead of no. 8 SWG G.I. wire in 15 mm dia. GI pipe upto switch board (from apron to switch board the cost of GI pipe & GI wire will be extra) 300mm square C.I. box with hinged cover, masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect .
1
5111
5111
Supplying & Laying of one number 8 SWG G. I. wire in 15 mm. dia. G. I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T & P and other material required for proper completion of the work as directed at site.
28
5320
190
Supply and laying of ISI marked aluminium conductor PVC / XLPE insulated armoured, served, sheathed cable 1100 volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sqmm 2 core
35
9709
277.4
Supply fixing of plam or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connections etc. complete in all respects as per direction of Engineer-in-charge. 10 sq.mm.
3
57
19
Supply and fixing brass nickle plated compression glands for PVC insulated armoured, served, sheathed cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth conductor. 10 sqmm 2 core
2
152
76
Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts nuts and washers etc complete in all respects.
3
555
185.3
Supply and fixing of 16 gauge MS drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect.
3
2308
769.5
Supply & fixing of recess/surface/ pendent mounting round10 to 15 watt LED Down lighter having powder coated die cast aluminium housing with heat silk, diffuser/ reflector and driver set complete in all respect.
2
2565
1282.5
Supply & fixing of LED tube light with batten suitable for upto 1x22 watt LED tube light fittings including tube on surface complete in all respect Cat- AAA
2
2261
1130.5
Supply & fixing of recess/ surface mounting round 24 watt to 32 watt LED down lighter having powder coated die cast alumnium housing with extended heat sink, diffuser / Reflector and driver set completed in all respect.
2
6650
3325
Supply, laying, jointing, testing and commissioning of ISI marked (IS : 14930, part 2) H.D.P.E. (DWC) Double wall Corrugated pipe for cable laying having corrugation on outer wall and plain smooth surface at inner side including transportation upto the site, jointing, providing and fixing all fittings i.e. sockets, couplers, reducers, end caps etc including excavation in all kind of soil upto 1 meter depth of suitable width with back filling of soil into trenches to complete the works in all respects. (Make : Duraline / Jain / AKG) 63 mm. ID / 78 mm OD
10
2470
247
Supply of AC 230/250 volts, 50 HZ exhaust fans including providing nuts, bolts, mounting frame and other accessories etc. complete (Make : Bajaj / Crompton / Havells) 300 mm sweep 900 rpm
3
5358
1786
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
1
4392
4392.4
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests
2
7600
3800
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
3
8226
2742.3
Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32 mm dia (for wash basin)
3
244
81.5
40 mm dia (for sink and urinal)
1
81
81.5
Providing & Fixing 600 X 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
3
2565
855
Providing & fixing viterous china toilet paper holder.
1
361
361.6
Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal
1
12473
12473
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade
1.1
3089
2808.7
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms
3
1427
475.9
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
3
342
114.3
Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole
4
141
35.3
Providing & fixing soil, waste and vent pipes. a) 100mm dia centrifugally cast iron S & S pipe.
30
17385
579.5
b) 75mm dia centrifugally cast iron S & S pipe.
20
10070
503.5
Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 100 mm
5
997
199.5
75 mm
5
902
180.5
Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. a) for 100mm dia pipe.
2
190
95
b) for 75mm dia pipe.
2
171
85.5
Providing & fixing cast iron coller. a) 100mm dia.
1
304
304
b) 75mm dia.
1
209
209
Providing & fixing upvc SWR bend confirming to IS -14735 110mm dia
3
940
313.5
Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm
3
1400
466.8
b) 75mm
3
1062
354.2
Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 100x100x100mm
2
1105
552.5
75x75x75mm
2
779
389.7
Providing and fixing cast iron terminal guard. 100 mm
2
817
408.5
75 mm
2
646
323
Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). Internal work-Exposed on wall 15mm dia nominal bore
5
665
133
20mm dia nominal bore
10
1520
152
25mm dia nominal bore
20
4180
209
32mm dia nominal bore
35
9478
270.8
Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 15mm dia nominal bore
5
64
12.8
20mm dia nominal bore
10
154
15.4
25mm dia nominal bore
20
400
20
32mm dia nominal bore
35
840
24
Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. (internal work) Exposed on wall a) 15mm dia nominal outer dia pipes
20
7580
379
a) 20mm dia nominal outer dia pipes
35
14794
422.7
Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore
2
831
415.8
32 mm nominal bore
2
921
460.8
Providing and fixing ball valve (brass) of approved quality complete. (High or low pressure with plastic floats). 25 mm nominal bore
2
623
311.8
Providing & fixing 15 mm nominal bore 45 cm long unplasticised PVC connection pipe with brass unions.
7
532
76
Providing & fixing 15 mm nominal bore CP brass bib cock of approved quality conforming to IS 8931.
4
2736
684
Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
4
2234
558.5
Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931.
7
2735
390.8
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fitting and base support for tank. 750 litres capacity
1000
7600
7.6
Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
30
9780
326
Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter
30
9690
323
Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter
30
26046
868.2
Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line
3
27795
9265.2
Providing and fixing square mouth S. W. Gully trap grade `A' complete with C.I. grating brick masonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 180 x 150 mm. size P type
3
6026
2008.9
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.
10
3862
386.2
Supplying and fixing & Fixing Handicapped Toilet Accessories installation in grade 304 stainless steel, 2.0 mm wall thickness (Make Ozone/ Dorma/ Kitch). Providing & Fixing Lift-up Support Rail (L=600mm Ø35mm White)
1
12587
12587.5
Providing & Fixing Support Rail (L=600mm Ø35mm White)
2
15029
7514.5
Providing & Fixing Bathroom Handrail (L=300mm White)
1
1577
1577
Providing & Fixing Handrail (L=600mm White)
1
2460
2460.5
Providing & Fixing Door Handle (L=500mm White)
1
8455
8455
SANSCKRITIK STAGE
-
-
-
Excavation in foundation in ordinary soil ( Loam, Clay or sand requiring the use of special tools and plants such a pick axes subbals etc.), including lift upto 1.50 mtr and lead upto 30mtr and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge. upto a distance of 30mtr from the foundation trenches.
30.4
3465
114
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms from the side of work and including watering dressing etc. rate to include cost of all material \s, labour and T&P etc. required for proper completion of work.
8.3
7885
950
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete.
35.8
10378
289.9
Providing and laying in Cement concrete 1:4:8 (1 Cement : 4 apprroved coarse sand : 8 graded stone 40 mm nominal size) including supply of all materials lobour T&P etc. required for proper completion of the work and curing complete, also including cost of form work in foundation and floors
13.9
56781
4085
Providing and injecting chemical emulsion for Preconstructional antitermite treatment and creating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surroundings of pipes and conduit etc. complete (Plinth area of the building at ground floor only shall be measuredas per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor or chlordance will be used. The rateof applications of chemical emulsion shall be as Follows :- (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m. 2) Back fill in immediate contract with foundation 7.5 Litres per Sq.M. (3) Treatment of Top surface of plinth filling 5 Litres per Sq.M. (4) Treatment of soil along External Perimerter of Building 7.50 Litres per Sq.M. (5) Treatment of soil under Apron Along extrnal Perimeter 5 litres per sq.M
55
8101
147.3
R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 6 aggregate) in Lighter Beam excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150
1.1
7481
6801.8
As in item 6 above but 1:1.5:3 for Slab
5.9
41251
6991.8
P/F 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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 8mm to 32 mm dia bar Fe-500
4.3
30110
7002.5
Brick work with class 150 bricks in foundation & plinth in cement mortar 1: 6 (1 cement : 6 coarse sand) including all materials, labour, proper curing and T & P etc. required for proper completion of work as directed by Engineer - in -charge.
23.9
116930
4892.5
12 mm thick cement plaster in single coat of fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles chamfers, and or rounded angles not exceeding 80 mm, in girth and finshed even and smooth. : 1:6 (1 cement: 6 Coarse sand) ,
35
3493
99.8
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,
moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm
105.9
371528
3508.3
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 Engineerin-Charge. 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.
29.6
21933
741
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
418.5
200126
478.2
MULTIPURPOSE HALL
-
-
-
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and 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 the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
29.9
3408
114
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead
21
1995
95
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete.
13.7
3971
289.9
Sand fillling under floor including supply of necessary quantity of sand from a distance not exceeding 8 km (5 miles) from the side of work & including watering, dressing etc. rate to include cost of labour and tools & Plants etc required for proper completion of the work .
27.4
26030
950
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)
23.4
95589
4085
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum For Lintel Band
1.4
11438
8170.5
As in item 4 above but for slabs in M-25
17.5
142983
8170.5
As in item 4 but for the lighter beams in M-25
30.6
250017
8170.5
As in item 4 but for the Footing in M-25
22.5
154892
6884.1
As in item 4 but for the Column in M-25
10
81705
8170.5
Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia pile
216
438523
2030.2
Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 300 mm dia piles
36
62290
1730.3
Mild steel or iron in plain work such as reinforced concrete or reinforced ,brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
103.8
726859
7002.5
Mild steel or iron work of Grill work etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.
891
54172
60.8
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass
concrete
79.6
19143
240.5
Columns, Pillars, Piers, Abutments, Posts and Struts
100.4
63071
628.2
Suspended floors, roofs, landings, balconies and access
platform with water proof ply 12 mm thick
253
168725
666.9
Lintels, beams, plinth beams, girders, bressumers and
cantilevers with water proof ply 12 mm thick
182.9
99918
546.3
Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiableconcentrate or any other approved material such as Heptrachlor or chordance will be used.The rate of application of chemical emulsion shallbe as follows : (1)Treatment for masonary & foundation 5 liters per / 100 sqm. (2) Back fill in immediate contact with foundation 7.5 liters/100sqm (3) Treatment of top surface of plinth filling 5 liters/100 sqm (4)Treatment junction of wall and the floor 7.5 liters/100 sqm (5)Treatment of soil along external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apron along external perimter 5 liters/100 sqm
213.6
31463
147.3
First Class M-150 brick work in 1:6 cement and coarse sand mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
3.8
18591
4892.5
M-150 brick work in 1:6 cement and Coarse sand mortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mm thick
43
229168
5329.5
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
9.2
16606
1805
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood
1.3
108366
83358.6
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood 35 mm thick
35.6
123973
3482.4
Providing and fixing bright finished brass each butt each with necessary screws etc. complete 125x85x5.5mm(heavy type)
2
357
178.8
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm
2
584
292.4
Providing and fixing bright finished brass door latch with necessary screws etc. complete. 300x16x5 mm
2
426
213.4
Providing and fixing bright finished brass handles with screws etc. complete. 125 mm
8
1281
160.2
Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte.
4
342
85.6
12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approved sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
293.9
29331
99.8
12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approved sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
243.7
24321
99.8
Applying Water proofing compound in plaster work 1Sqm. Per Kg.
243.7
4630
19
Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
60.1
15986
266
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 25 mm thick
182.7
247193
1353
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 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
12.1
19554
1616.1
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
544.8
59546
109.3
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming
coat of exterior primer applied @ 2.20 kg/ 10 sqm
293.9
39088
133
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
71.3
11236
157.6
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
251
27032
107.7
French spirit polishing: Two or more coats on works including a coat of wood filler.
144.8
41658
287.7
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with
water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum
thickness at khurra as 65 mm.
213.6
152190
712.5
Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.10 x 60 mm
60
5238
87.3
Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long
65
276321
4251.1
Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately) Red sand stone - 30mm thick gang saw cut stone
88.1
171795
1950
Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid).
153.4
26752
174.4
Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.
529
153357
289.9
Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone
56.9
552208
9704.9
Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone
1.9
108587
57151.4
Wiring points for light with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects.
100
57950
579.5
Same as item No.(1) but for fan and light duty exhaust fan.
20
12750
637.5
Same as item No.(1) but for 5 Amp plug point with piano type switch and socket etc.
10
3107
310.7
Supply and wiring of submain 2 number 2.5 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 1.5 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects.
200
13300
66.5
Supply and wiring of submain 2 number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects.
150
21240
141.6
Supply and wiring of submain 2 number 6 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4.0 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects.
100
19380
193.8
Supply and wiring of submain with 4 number 10 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in 32 mm dia heavy duty (2mm thick ) PVC conduit partly concealed in wall and partly laid in slab along with reinforcement befor concreting with two number 10 SWG copper earth contunity wire including colour wash etc. complete in all respects. 4 X 10 sqmm
80
38384
479.8
Supply and wiring of submain with 4 number 16 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in 32 mm dia heavy duty (2mm thick ) PVC conduit partly concealed in wall and partly laid in slab along with reinforcement befor concreting with two number 10 SWG copper earth contunity wire including colour wash etc. complete in all respects. 4 X 16 sqmm
80
39368
492.1
Supply fixing and concealing of 20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . ( for Telephone points)
100
5890
58.9
Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects.
20
2660
133
Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects.
20
3706
185.3
S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work.
20
2850
142.5
Supply fixing of electronic fan regulator 120-280 V. ISI marked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work.
20
5074
253.7
Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT-A
20
17100
855
Supply & fixing of single wall light bracket made of brass on matching polished MDFEG board brass including connection etc. as required.
40
62700
1567.5
Supply and fixing of recess/surface mounting round 24 Watt to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects. CAT-A
20
21280
1064
Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT-A
15
9262
617.5
Construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work. 600x480x200 mm. size
5
3087
617.5
Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followed by two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and T & P etc. required for proper completion of the work. 600x480x200 mm. size
2
3268
1634
Supply and fixing of flush/surface mounting distribution boards complete in all respects. 6 Way TPN
2
6954
3477
Supply and fixing of 240 volts 'L' series miniature circuit breaker 6 Amp. To 32 Amp. (10 K A ) in existing MCB, DB complete with connections as required. 6 - 32 amps.
10
2470
247
Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 40 Amp. 4 Pole MCB (10 KA)
2
4322
2161.3
63 Amp. 4 Pole MCB (10 KA)
2
4351
2175.5
Supply and fixing of power plug with 15A/250 V flush type switch and 3 Pin 15 A/250V flush type socket in suitable M.S. box of 175mmx100x50mm size Switch bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer.
10
3230
323
Supply & fixing of Sheet Steel Enclosure Surface/ Flush Mounting fitted With 20/32 Amp. 2Pin and earth metal clad scraping earth plug and socket complete in all respects as per direction and satisfaction of engineer-in-charge.
2
2109
1054.5
Supply and fixing Single Pole MCBS Blanking Plate complete in all respects.
5
95
19
Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.
1
5111
5111
Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects.
75
6412
85.5
Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects.
75
14962
199.5
Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1100 Volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size.as per direction of Engineer-Incharge.complete in all respect The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 120 sqmm 3.5 core
300
234840
782.8
Supply, installation, testing and commissioning of electrical pane, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection. The panel sheet structure shall undergo seven tank pre-treatment process before painting. The sheet steel shall be all of 2.2mm thick CRCA sheet. All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers. The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm. The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections. All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable. Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places. The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters. Proper sized cable termination gland plates shall be provided on cable alleys and knockouts for same shall be provided during fabrication stage itself. The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions. A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel. Panel shall be so designed at to have minimum 20% spare feeders/space. Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement. All cable terminations shall be from top. The complete panel shall be fuse less type, for control circuits 2A/6A MCB's to be used. All bus bars shall be of aluminium, electrolytic grade only. Maximum design density shall not exceed 1 Amps/Sqmm. All bus bars shall be insulated with coloured heat shrinkable PVC sleeved. All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. OR outgoing as per site requirment
1
89965
89965
Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules.
2
161
80.8
Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality.
2
4845
2422.5
Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cutting and making good the walls & floors as per requirement. 110mm
100
42750
427.5
Supply and erection of AC 1200mm Sweep, 230/250 Volts, 50 Hz ceilling fan with regulater standar down rod, blades including connection etc. complete as required
20
46550
2327.5
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm diameter
50
12490
249.8
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes 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
15
1405
93.7
Shoe (Plain) 110 mm
15
1359
90.6
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
25
6135
245.4
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete
10
2114
211.4
GST Extra as per applicable
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements