Uttar Pradesh Projects Corporation Limited Tender
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Uttar Pradesh Projects Corporation Limited - UPPCL Tender
Environmental Service
Eprocure
Opening Date16 Jul 2024
Closing Date26 Jul 2024
Tender Amount₹ 3,74,00,000
Costs
EMD
₹ 7,48,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPPRC_933363_2Bid Award Id
ViewTender No
10/GM-3/UPPCL/2024-25 DATED 11.06.2024Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
Making barricading with burrying of M S pipe @ 750 mm c/c horizontal distance by means of pressure method in river bed to hold the coffer dam due to 5 - 7 metre depth of river including fixing of pipe horizontal & cross to strengthen, placing bamboo mat and polythene sheet protected with PVC tarpoline both side along barricading as per direction of Engineer-in- charge including cost of all material, labour, T & P required for proper completion of work. (weight @ 30 kg per sqm) 30Kg x70 Rs. =3471
25
63752
2550.08
Digging of slush including lift upto 1.50 mtrs. and load upto 30 mtrs. and also including transportation of excavated slush within the campus by tractor trolly or dumper etc. as per direction of Engineer-in- Charge.
18.75
2725
145.35
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil
97.88
12584
128.57
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
73.41
37248
507.41
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
33.93
167420
4934.29
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.
-
-
-
All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
37.87
260727
6884.79
All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
95.82
684385
7142.41
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass
concrete
183.33
52075
284.06
Suspended floors, roofs, landings, balconies and access
platform
327.5
219967
671.66
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
145.38
88720
610.27
Lintels, beams, plinth beams, girders, bressumers and
cantilevers
165.9
88493
533.41
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) 400 mm dia piles
490
1347786
2750.59
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) 400 mm dia piles
70
148283
2118.33
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
153.25
1197211
7812.15
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
26.44
141161
5338.95
12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
45
11201
248.92
Finishing walls withAcrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
45
5234
116.33
50 mm thick Chunar sand 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
461.25
687844
1491.26
Supplying & filling of boulder pitching (40-60 Kg) including wire and necessary lead & lift including transportation etc all complete in direction of engineer in charge.
65.63
185860
2831.95
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
241.59
122593
507.45
CHAIN LINK FENCING
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil
70.42
9054
128.57
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
17.6
86843
4934.29
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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
39.61
272706
6884.79
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.
15.55
121478
7812.15
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
3667.5
334061
91.09
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/
10 sqm of approved brand and manufacture
326
40308
123.65
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
2053.8
1587499
772.96
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
242.06
60254
248.92
Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete Foundations, footings, bases of columns, etc. for mass concrete
352.08
100010
284.06
SURFACE PARKING
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil
16.47
2117
128.57
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
112.2
56931
507.41
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
112.2
226262
2016.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
78.92
389414
4934.29
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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
59.84
411985
6884.79
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.
9.39
73356
7812.15
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's
specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete
748
530139
708.74
Providing and fixing in position pre moulded joint filler in expansion joints.
498.67
1914
3.84
Providing and fixing in position bitumen hot sealing compound for expansion joints using grade A sealing comound.
498.67
3124
6.27
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).
5.49
40234
7328.71
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.
6.41
33115
5166.27
INTERLOCKING TILE PATHWAY
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil
481.86
61954
128.57
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
459.32
233063
507.41
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
391.07
1929653
4934.29
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) :400 mm dia piles
1620
4455947
2750.59
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) 400 mm dia piles
540
1143900
2118.33
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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
277.86
1913008
6884.79
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.
330.47
2581679
7812.15
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. 60 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
3345.6
2534024
757.42
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).
109.44
802054
7328.71
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.
32.6
168420
5166.27
Landscape & Horticultre Works
-
-
-
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.
5
3558
711.79
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)
5
1898
379.62
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)
5
1067
213.54
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)
10
949
94.91
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).
10
189
18.98
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)
10
284
28.47
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.
2400
177890
74.12
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).
640
313171
489.33
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)
88.32
26814
303.6
Mixing earth and manure in specified proportion or as directed.
728.32
25263
34.69
Rough dressing the trenched ground including breaking the clods.
2000
2848
1.42
Fine dressing the ground
2000
7022
3.51
Spreading of mixed good earth and manure in specified proportions as above and in required thickness.
728.32
36185
49.68
Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
4000
18600
4.65
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
4000
332168
83.04
Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.
80
34647
433.1
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
80
40592
507.41
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
10
52032
5203.28
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
10
42591
4259.12
SOLAR LIGHT (Details as per TS Estimate)
14
418950
29925
SAND STONE BENCH (Details as per TS Estimate)
12
205200
17100
DUSTBIN (Details as per TS Estimate)
4
22230
5557.5
WOODEN GAZEEBO (Details as per TS Estimate)
1
522500
522500
WOODEN DECK (06 Nos)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil
19.26
2476
128.57
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
3.48
17171
4934.29
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but Excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All Work Above Plinth Level
30.48
217700
7142.41
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 piles
360
799407
2220.58
Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. - Thermo-Mechanically Treated bars.
55.8
387212
6939.3
Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete
1350
173866
128.79
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
12938.64
1253055
96.85
Providing wood work in frames of / Railing / false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. Sal wood
24.12
1830204
75879.11
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
280.8
79762
284.06
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
239.04
59502
248.92
25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with : Second class teak wood
108
352735
3266.07
French spirit polishing : Two or more coats on new works including a coat of wood filler
1057.2
341731
323.24
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/
10 sqm of approved brand and manufacture
216
26707
123.65
TOILET BLOCK
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
37.32
4798
128.57
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 not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
43.9
22275
507.41
Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete.
15.74
24213
1538.34
ANTI TERMITE WORK
-
-
-
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
41.52
9324
224.59
P.C.C. WORK
-
-
-
Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size)
16.11
79491
4934.29
R.C.C. WORK
-
-
-
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; Concrete of M25 grade with minimum cement content of 330 kg /cum
-
-
-
All works upto plinth level
1.53
10533
6884.79
All works above plinth level upto floor V level
17.37
123811
7127.92
Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete
-
-
-
Foundations, footings, bases of columns, etc. for mass
concrete
8.44
2397
284.06
Columns, Pillars, Piers, Abutments, Posts and Struts
11.59
8070
696.32
Lintels, beams, plinth beams, girders, bressumers and cantilevers
44.51
23742
533.41
Suspended floors, roofs, landings, balconies and access platform
63.67
42764
671.66
Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc
18.94
11558
610.27
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.
21.76
169992
7812.15
BRICK WORK
-
-
-
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.
11.84
61168
5166.27
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
29.61
195305
6595.92
M-150 brick work in 1:4 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 115mm (4-1/2") thickness.
3.84
25991
6768.61
FINISHING WORK
-
-
-
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
231.14
57536
248.92
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
159.46
39693
248.92
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.
390.6
44151
113.04
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic
Compound ) content less than 50 grams/ litre, of approved brand and
manufacture, including applying additional coats wherever required, to
achieve even shade and colour. Two coats
231.14
23012
99.56
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 @ 2.20kg/10 sqm
159.46
25826
161.97
DOOR & WINDOW WORK
-
-
-
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).Second class teak wood
0.54
55914
103546.02
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 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
12.6
31705
2516.29
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.
-
-
-
Frame anchor HRD-C 10x140
42
5543
131.98
Frame anchor HRD-C 10x120
-
-
-
Frame anchor HRD-C 10x120
10
1238
123.83
Providing and fixing glazed shutters for doors, windows and clerestory
windows using 5 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
7.74
29356
3792.78
Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
7
616
88.12
Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm
7
1561
223.1
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
-
-
-
(a) 250 mm x 10mm
7
2239
319.87
(a) 200 mm x 10mm
7
1817
259.61
Providing and fixing bright finished brass handles with screws etc. complete:125 mm
14
2602
185.91
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
3
2444
814.79
French spirit polishing : Two or more coats on new works including a coat of wood filler
56.52
18269
323.24
FLOORING WORK
-
-
-
Providing and fixing 1st quality ceramic glazed floor tiles conforming to
IS : 15622 (thickness to be specified by the manufacturer ) of approved
make in all colours, shades except burgundy, bottle green, black of any
size as approved by Engineer-in-Charge in skirting, risers of steps and
dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse
sand) and jointing with grey cement slurry @ 3.3kg per sqm including
pointing in white cement mixed with pigment of matching shade
complete.
-
-
-
Providing 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.
-
-
-
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
-
-
-
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.
-
-
-
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 of any colour and shade Area of slab over 0.50 sqm
31.69
117902
3720.49
Providing and laying Vitrified tiles in floor in different sizes (thickness to
be specified by the manufacturer) with water absorption less than 0.08%
and conforming to IS:15622, of approved brand & manufacturer, in all
colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement:
4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including
grouting the joints with white cement and matching pigments etc. The
tiles must be cut with the zero chipping diamond cutter only . Laying of
tiles will be done with the notch trowel, plier, wedge, clips of required
thickness, leveling system and rubber mallet for placing the tiles gently
and easily Glazed vitrified floor tiles polished finish of size Size of Tile 600 x 600 mm
153.2
172387
1125.25
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
4.95
5026
1015.54
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
69.98
83486
1193.01
MISSLENIOUS WORK
-
-
-
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 fine dressed with rough
backing. 30 mm thick
158.6
608405
3836.1
Providing and fixing stainless steel cramps of required size and shape
for anchoring stone wall lining to the backing or securing adjacent stones
in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand),
including making the necessary chases in stone and holes in walls
wherever required.
237.9
123108
517.48
Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing
adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2
coarse sand), including making the necessary chases.
952
30272
31.8
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: a) 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 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 Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
41.52
20718
499.01
Providing and applying integral crystalline slurry of hydrophilic in
nature for waterproofing treatment to the RCC structures like retaining
walls of the basement, water tanks, roof slabs, podiums, reservior,
sewage & water treatment plant, tunnels / subway and bridge deck
etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline
slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral
crystalline slurry : 1 part water) for horizontal surfaces and applying
the same from negative (internal) side with the help of synthetic fiber
brush. The material shall meet the requirements as specified in ACI-
212-3R-2010 i.e by reducing permeability of concrete by more than
90% compared with control concrete as per DIN 1048 and resistant
to 16 bar hydrostatic pressure on negative side. The crystalline slurry
shall be capable of self-healing of cracks up to a width of 0.50mm.
The work shall be carried out all complete as per specification and
the direction of the engineer-in-charge. The product performance shall
carry guarantee for 10 years against any leakage.
22.23.1 For vertical surface two coats @ 0.70 kg per sqm
12.67
4340
342.55
Providing and applying fibre reinforced elastomeric liquid water
proofing membrane with resilient acrylic polymers having Sun
Reflectivity Index (SRI) of 105 on top of concrete roof in three coats
@10.76 litre/ 10 sqm. One coat of self-priming of elastomeric
waterproofing liquid (dilution with water in the ratio of 3:1) and two
coats of undiluted elastomeric waterproofing liquid (dry film thickness
of complete application/system not less than 500 microns). The
operation shall be carried out after scrapping and properly cleaning
the surface to remove loose particles with wire brushes, complete in
all respect as per the direction of Engineer-in-Charge.
12.67
5167
407.88
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 and dowel bars 7.5 cm long 6 mm dia as per
design.
40
196700
4917.52
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.).
75.6
42297
559.49
Applying two or more coat of Ethyl Silicate chemical as approved by
Archaeological Survey of India/ Engineer-in-charge, of approved brand
and manufacturer, with brush or spray on the existing stone masonry
surface till there is no further absorption of chemical by stone surface,
including protecting the applied surface from direct sunlight by suitable
means during application, all complete as per direction of the
Engineer-in-Charge (The rate is inclusive of all materials & labours
involved except scaffolding).
158.6
37801
238.35
Internal Electrification
-
-
-
Point wiring in PVC Conduit
-
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
-
Group C
34
37725
1109.59
Power plug wiring in PVC conduit (2 x 4 sqmm.) :-
-
-
-
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC
insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
80
20210
252.63
Circuit / Sub main wiring in PVC conduit :-
-
-
-
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
-
-
-
2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire
20
3524
176.23
2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire
40
13281
332.04
4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire
30
17108
570.3
4 X 10 sq. mm + 2 X 6 sq. mm earth wire
60
45608
760.15
4 X 16 sq. mm + 2 X 6 sq. mm earth wire
20
20648
1032.44
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required
-
-
-
20 mm.
30
2904
96.82
25 mm.
30
3290
109.67
32 mm.
20
2783
139.17
S/F light plug point modular type accessories :-
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required
3
1082
360.79
S/F power plug point modular type accessories :-
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
3
1329
443.23
S/F modular type electronic fan regulator :-
-
-
-
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
2
558
279.1
S/F modular type blanking plate :-
-
-
-
Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
5
151
30.26
TELEPHONE, TELEVISION AND DATA NETWORK
-
-
-
TELEPHONE WIRING IN EXISTING CONDUIT :-
-
-
-
Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required
-
-
-
2 Pair
-
-
-
S/F MODULAR BOXES, BASE & COVER PLATE :-
-
-
-
Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches in recess etc as required
-
-
-
1 or 2 Module (75 mm x 75 mm)
3
676
225.4
S/F MODULAR TYPE SWITCH / SOCKET :-
-
-
-
Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required
-
-
-
Telephone Socket outlet
1
111
111.94
DISTRIBUTION BOARDS, MCB's, MCCB's AND SFU's
-
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
-
-
4 way (4 + 12), Double door, horizontal type
1
3094
3094.29
6 way (4 + 18), Double door, horizontal type
1
3762
3762.16
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required
-
-
-
single pole
2
387
193.63
Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required
-
-
-
40 amps.
1
733
733.67
63 amps.
1
782
782.08
Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required.
5
49
9.83
Supplying and fixing 20 A, 415 V, TPN Industrial type socket
outlet, with 4 pole and earth, metal enclosed plug top
alongwith 20 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
1
1958
1958.98
G.I. EARTHING
-
-
-
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
1
5651
5651.55
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
15
1633
108.92
Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
10
5339
533.99
ERECTION OF LIGHTING FIXTURES AND FANS
-
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
2
512
256.41
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep
4
1361
340.36
Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA
5
5652
1130.5
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- AAA
6
9177
1529.5
Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA
10
7315
731.5
Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA
2
3553
1776.5
TOTAL ( SCHEDULED ITEMS - CPWD - 2018)
-
-
-
PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES)
-
-
-
Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed, for computer networking complete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required.
-
-
-
1 nos. RJ 45 Data Outlet
-
-
-
Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.
blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-
2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature
rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
-
-
-
1200 mm sweep
2
3565
1782.64
Supply of AC 230/250 volts, 50 HZ exhaust fans including providing nuts, bolts, mounting frame and other accessories etc. complete
-
-
-
300 mm sweep 900 rpm
3
5272
1757.5
Supply, installation, testing and commissioning of Main Distribution Board suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCB's, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders complete in all respect. DB's shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.
-
-
-
8 Way TPN
1
9595
9595
Providing and fixing of following rating Four pole MCCB's at the incomer of Main/sub distribution boards with connections etc. complete as required.
-
-
-
100 Amp FP MCCB (16 KA)
1
4940
4940
Supplying, fixing, connecting, testing and commissioning of following rating, ISI marked (IS 8828) 240 / 415 volts, 10 KA, Miniature Circuit Breaker (MCB) of single / double / three / four poles in the existing MCB DB or in existing MS enclosure complete in all respects.
-
-
-
25 Amp. TP MCB
1
1140
1140
40 Amp. TP MCB
1
1520
1520
63 Amp. TP MCB
1
1710
1710
internal Plumbing works
-
-
-
Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. water closet of size 780x370x690 mm
5
54323
10864.68
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
6
16437
2739.61
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)
6
496
82.7
40 mm dia (for sink and urinal)
3
248
82.7
Providing & fixing stainless steel AISI 304 (18/8) kitchen sink with drain board as per IS :13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets cutting and making good the walls wherever required.
-
-
-
510x1040 mm bowl depth 200 mm
-
-
-
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.
6
6673
1112.26
Providing & fixing viterous china toilet paper holder.
5
1889
377.92
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
3
37536
12512.22
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
3.75
10510
2802.76
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
1471
490.4
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
349
116.45
Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole
5
179
35.87
Providing & fixing soil, waste and vent pipes.
-
-
-
a) 100mm dia centrifugally cast iron S & S pipe.
60
49005
816.75
b) 75mm dia centrifugally cast iron S & S pipe.
20
16407
820.39
Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters.
-
-
-
100 mm
10
4305
430.6
75 mm
10
3640
364.02
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.
5
1254
250.99
b) for 75mm dia pipe.
2
498
249.02
Providing & fixing cast iron coller.
-
-
-
a) 100mm dia.
5
1774
354.96
b) 75mm dia.
2
500
250.44
Providing & fixing upvc SWR bend confirming to IS -14735
-
-
-
110mm dia
3
4098
1366.26
Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.
-
-
-
a) 100mm
3
1463
487.8
b) 75mm
2
723
361.63
Providing and fixing centrifugaly cast iron single equal plain junction of required degree.
-
-
-
100x100x100mm
4
2246
561.61
75x75x75mm
2
776
388.2
Providing and fixing cast iron terminal guard.
-
-
-
100 mm
4
1400
350.01
75 mm
2
559
279.98
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.
20
5221
261.06
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
20
5068
253.45
20mm dia nominal bore
30
9074
302.49
25mm dia nominal bore
25
9540
381.62
32mm dia nominal bore
29
13380
461.38
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
20
268
13.42
20mm dia nominal bore
30
482
16.08
25mm dia nominal bore
25
523
20.93
32mm dia nominal bore
29
729
25.14
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
25
10037
401.51
a) 20mm dia nominal outer dia pipes
30
13181
439.38
Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
-
-
-
25 mm nominal bore
2
861
430.53
32 mm nominal bore
2
954
477.01
Providing and fixing ball valve (brass) of approved quality complete. (High or low pressure with plastic floats).
-
-
-
25 mm nominal bore
5
1604
321
Providing & fixing 15 mm nominal bore 45 cm long unplasticised PVC connection pipe with brass unions.
14
946
67.62
Providing & fixing 15 mm nominal bore CP brass bib cock of approved quality conforming to IS 8931.
5
1752
350.57
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.
5
2838
567.7
Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931.
14
5561
397.26
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
-
-
-
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.
10
2435
243.59
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
10
4813
481.3
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
10
8161
816.13
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
1
8833
8833.7
Extra for depth of man hole size 90x80 cm
-
-
-
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
1
1938
1938.32
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
3830
383.01
TOTAL
-
-
-
Providing & fixing of B 4330, 5 Knuckle, 2 Ball bearing butt hinges size 4" x 3" x 3mm, in SS 304 and in SSS finish. Suitable for door weights upto 120kgs. Template Drilled.
2
6728
3364.35
Providing & fixing of Grab Bar of Length 610mm, 25mm Diameter in Satin stainless Steel Finish.
2
10761
5380.8
Providing & fixing of Disable sign plate 3040-D for WC application with fixing screws size 125 x 125mm, rounded corners in SS 304 satin stainless steel finish. Marking in black.
2
4573
2286.84
Providing & fixing of floor stop half dome with 45mm dia with fixing accessories, in satin Chrome.
3
1089
363.2
Septic Tank
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.
-
-
-
All kinds of soil
47.38
6091
128.57
All kinds of soil
45.09
5797
128.57
All kinds of soil
12.02
1545
128.57
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)
4.69
23117
4934.29
Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)
23.37
124792
5338.95
Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) including centering and shuttering and reinforcement.
3.98
28405
7142.41
TMT Fe-500 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.
6.24
48747
7812.15
12mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand)
92.75
24007
258.85
Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
17
6707
394.56
Providing and fixing C.I. tee at the inlet and outlet of septic tank.
2
989
494.81
Providing & fixing 75mm dia vent pipes.
13.5
10216
756.77
Providing & fixing of 75mm dia cast iron terminal guard.
1
246
246.79
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
1698
849.38
M.D. -2.5- Circular shape 450mm internal diameter
4
3388
847.24
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 (40 mm thick floor).
20.25
9006
444.9
Making soak pit 3.mtr Dia and 3 mtr Depth
1
93083
93083.84
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
46139
512.66
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
24349
486.98
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
14919
497.3
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.
8.48
12432
1466.45
(0.785*0.4*0.4*90)-(0.785*0.2*0.2*90)=8.478 CUM
-
-
-
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
9431
785.96
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
162
162.33
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
1384
1384.53
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
192
192.03
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
27395
391.37
Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)
1
743
743.66
Supply of 100mm dia Johnson screen.
10
4750
475
GST Extra As per Applicable
-
-
-
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