Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date29 Sep 2023
Closing Date9 Nov 2023
Tender Amount₹ 7,88,28,267
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_KMC_581218_1Bid Award Id
ViewTender No
S_D/SOUTH-I/111/C/23-24Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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BOQ Items
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EARTH WORK IN EXCAVATION OF FOUNDATION TRENCHES OR DRAINS, IN ALL SORTS OF SOIL (INCLUDING MIXED SOIL BUT EXCLUDING LATERITE OR SANDSTONE) INCLUDING REMOVING, SPREADING OR STACKING THE SPOILS WITHIN A LEAD OF 75 M. AS DIRECTED. THE ITEM INCLUDES NECESSARY TRIMMING THE SIDES OF TRENCHES LEVELLING, DRESSING AND RAMMING THE BOTTOM, BAILING OUT WATER AS REQUIRED COMPLETE (B) DEPTH OF EXCAVATION FOR ADDITIONAL DEPTH BEYOND 1,500 MM. AND UPTO 3,000 MM. BUT NOT REQUIRING SHORING
1052.26
202433
192.38
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HIRE AND LABOUR CHARGES FOR SHORING WORK (INCLUDING NECESSARY CLOSE PLANK WALLING, FRAMING, EUCALYPTUS/JHOU BULLA PILING, STRUTTING ETC) COMPLETE AS PER DIRECTION OF THE ENGINEER-IN-CHARGE FOR EXCAVATION WORKS (VERTICAL SURFACE ARE IN CONTACT WITH SUPPORTED EARTH IS TO BE MEASURED.) (THIS ITEM SHOULD BE EXECUTED ON SPECIFIC DIRECTION OF THE ENGINNER IN CHARG(E).WITH 3.75 CM. THICK TIMBER PLANKS. FOR TRENCH WIDTH UPTO 1.0 M A) DEPTH UPTO 3.00 M BELOW G.L.
4765.41
2363643
496
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SINGLE BRICK FLAT SOLING OF PICKED JHAMA BRICKS INCLUDING RAMMING AND DRESSING BED TO PROPER LEVEL AND FILLING JOINTS WITH LOCAL SAND.
4647.53
1677758
361
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CEMENT CONCRETE WITH GRADED JHAMA KHOA (30 MM SIZE) EXCLUDING SHUTTERING IN GROUND FLOOR AND FOUNDATION (A) 1:3:6 PROPORTION
539.58
2568940
4761
... More
CEMENT CONCRETE WITH GRADED JHAMA KHOA (30 MM SIZE) EXCLUDING SHUTTERING IN GROUND FLOOR AND FOUNDATION (B) 1:4:8 PROPORTION
403.18
1840919
4566
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COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 250 MM THICKNESS IN MM 30 STANDARD LENGTH IN M.2.0
885
1284135
1451
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COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 300 THICKNESS IN MM 40 STANDARD LENGTH IN M. 2.5
302
677084
2242
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COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 400 THICKNESS IN MM 75 STANDARD LENGTH IN M. 2.5
298
1371992
4604
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COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 500 THICKNESS IN MM 75 STANDARD LENGTH IN M. 2.5
125
745250
5962
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COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 600 THICKNESS IN MM 85 STANDARD LENGTH IN M. 2.5
89
702744
7896
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COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 700 THICKNESS IN MM 85STANDARD LENGTH IN M. 2.5
34
325856
9584
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COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 800 THICKNESS IN MM 95 STANDARD LENGTH IN M. 2.5
17
189754
11162
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LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.(PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LIN(E). A) CLASS NP-3 PIPE S) 250 MM. DIA.
1769.1
284825
161
... More
LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.(PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LIN(E). A) CLASS NP-3 PIPE S) 300 MM. DIA.
740.9
125212
169
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LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.(PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LIN(E). A) CLASS NP-3 PIPE S) 400 MM. DIA.
729.1
166963
229
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LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.(PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LIN(E). A) CLASS NP-3 PIPE S) 500 MM. DIA.
306.6
78489
256
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LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.(PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LIN(E). A) CLASS NP-3 PIPE S) 600 MM. DIA.
212.4
70729
333
... More
LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.(PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LIN(E). A) CLASS NP-3 PIPE S) 700 MM. DIA.
81.8
41636
509
... More
LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.(PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LINE). A) CLASS NP-3 PIPE J) 800 MM DIA
39.8
23044
579
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SUPPLYING, FITTING AND FIXING WITH CEMENT JOINTING (3:1) SALT GLAZED STONEWARE PIPE INCLUDING EXCAVATION OF EARTH UPTO 1.50 METRE DEPTH IN ALL SORTS OF SOIL BOTH MIXED OR UNMIXED AND REFILLING (BUT EXCLUDING CONCRETING AT BOTTOM AND SIDES).(III) 150 MM
2568
857712
334
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CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT WITHOUT SHAFT WITH CEMENT BRICK WORK (1:4) OVER 150MM. THICK JHAMA CEMENT CONC. (1:4:8) BED OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CEMENT CONCRETE (MIX1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER CHAMBER, BRICK ON EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTERING (1:4) FINISHED FINE WITH NEAT CEMENT 1.50 MM. THICK IN THE INSIDE WALLS AND INVERT, INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. MANHOLE COVER & FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) & C.I. STEPS (4KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DEWATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING .(DEPTH OF INVERT SHALL BE BETWEEN 1.25 M. AND 1.80 M. BELOW G.L.).I) AVERAGE DEPTH OF INVERT 1.25 M. BELOW G.L WITH 250 MM. THICK BRICK WORK A) 150 MM TO 400 MM DIA HAVING INTERNAL SIZE (1500MMX750MM)
370
9952260
26898
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CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT WITHOUT SHAFT WITH CEMENT BRICK WORK (1:4) OVER 150MM. THICK JHAMA CEMENT CONC. (1:4:8) BED OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CEMENT CONCRETE (MIX1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER CHAMBER, BRICK ON EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTERING (1:4) FINISHED FINE WITH NEAT CEMENT 1.50 MM. THICK IN THE INSIDE WALLS AND INVERT, INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. MANHOLE COVER & FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) & C.I. STEPS (4KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DEWATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING .(DEPTH OF INVERT SHALL BE BETWEEN 1.25 M. AND 1.80 M. BELOW G.L.).I) ADDITION TO RATE OF MANHOLE AS PER ABOVE ITEM FOR EACH ADDIOTION IN DEPTH OF 150 MM OR PART THEREOF WITH 250 MM THICK BRICK WORK A) 150 MM TO 400 MM DIA HAVING INTERNAL SIZE (1500MMX750MM)
510
1646280
3228
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CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT WITHOUT SHAFT WITH CEMENT BRICK WORK (1:4) OVER 150MM. THICK JHAMA CEMENT CONC. (1:4:8) BED OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CEMENT CONCRETE (MIX1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER CHAMBER, BRICK ON EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTERING (1:4) FINISHED FINE WITH NEAT CEMENT 1.50 MM. THICK IN THE INSIDE WALLS AND INVERT, INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. MANHOLE COVER & FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) & C.I. STEPS (4KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DEWATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING .(DEPTH OF INVERT SHALL BE BETWEEN 1.25 M. AND 1.80 M. BELOW G.L.).I) AVERAGE DEPTH OF INVERT 1.25 M. BELOW G.L WITH 250 MM. THICK BRICK WORK B) ABOVE 400 MM TO 600 MM DIA HAVING INTERNAL SIZE (1500MMX1100MM)
9
282123
31347
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CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT WITHOUT SHAFT WITH CEMENT BRICK WORK (1:4) OVER 150MM. THICK JHAMA CEMENT CONC. (1:4:8) BED OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CEMENT CONCRETE (MIX1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER CHAMBER, BRICK ON EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTERING (1:4) FINISHED FINE WITH NEAT CEMENT 1.50 MM. THICK IN THE INSIDE WALLS AND INVERT, INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. MANHOLE COVER & FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) & C.I. STEPS (4KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DEWATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING .(DEPTH OF INVERT SHALL BE BETWEEN 1.25 M. AND 1.80 M. BELOW G.L.).I) ADDITION TO RATE OF MANHOLE AS PER ABOVE ITEM FOR EACH ADDIOTION IN DEPTH OF 150 MM OR PART THEREOF WITH 250 MM THICK BRICK WORK B) ABOVE 400 MM TO 600 MM DIA HAVING INTERNAL SIZE (1500MMX1100MM)
45
169290
3762
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CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER, BRICK-ON-EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) AND C.I. STEPS (4 KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DE-WATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.) AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L.I) WITH 250 MM. THICK BRICK WORK C) ABOVE 400 MM TO 600 MM DIA HAVING INTERNAL SIZE (1500MMX1500MM)
40
1741920
43548
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CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER, BRICK-ON-EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) AND C.I. STEPS (4 KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DE-WATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.) AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L. I) ADDITION TO RATE OF MANHOLE AS PER ABOVE ITEM FOR EACH ADDIOTION IN DEPTH OF 150 MM OR PART THEREOF WITH 250 MM THICK BRICK WORK C) ABOVE 400 MM TO 600 MM DIA HAVING INTERNAL SIZE (1500MMX1500MM)
40
39120
978
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CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER, BRICK-ON-EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) AND C.I. STEPS (4 KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DE-WATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.) AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L. I) ADDITION TO RATE OF MANHOLE AS PER ABOVE ITEM FOR EACH ADDIOTION IN DEPTH OF 150 MM OR PART THEREOF WITH 375 MM THICK BRICK WORK B) ABOVE 400 MM TO 600 MM DIA HAVING INTERNAL SIZE (1500MMX1100MM)
51
84864
1664
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CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER, BRICK-ON-EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) AND C.I. STEPS (4 KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DE-WATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.) AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L.I) WITH 375 MM. THICK BRICK WORK C) ABOVE 600 MM TO 900 MM DIA HAVING INTERNAL SIZE (1500MMX1500MM)
9
574569
63841
... More
CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER, BRICK-ON-EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) AND C.I. STEPS (4 KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DE-WATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.) AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L. I) ADDITION TO RATE OF MANHOLE AS PER ABOVE ITEM FOR EACH ADDIOTION IN DEPTH OF 150 MM OR PART THEREOF WITH 375 MM THICK BRICK WORK B) ABOVE 600 MM TO 900 MM DIA HAVING INTERNAL SIZE (1500MMX1100MM)
51
92463
1813
... More
CONSTRUCTING CATCH PIT TO A DEPTH OF 1.0M (INSID(E) WITH 250MM TH. 1ST CLASS BRICK WORK (1:4) IN ALL SIDES OVER A LAYER OF JHAMA BRICK SOLING & 100MM TH. JHAMA CEMENT CONCRETE (1:4:8) INCLUDING NECESSARY EARTH WORK, PROVIDING APPROVED TYPE C.I. SYPHONE (150MM DIA) WITH TOPPING RCPC GULLY GRID (5MT LOAD BEARING CAPACITY) CONSTRUCTING INVERT WITH BRICK -ON-EDGE, INCLUDING 20MM TH. INSIDE CEMENT PLASTER (1:4) FINISHED WITH NEAT CEMENT PUNNING, AT THE TOP 100MM TH. R.C.C. SLAB (1:1.5:3) WITH STONE CHIPS INCLUDING NECESSARY REINFORCEMENT, SHUTTERING AS PER STANDARD DRAWING AND AS DIRECTED BY E-I-C COMPLETE IN ALL RESPECT AND REMOVAL OF SURPLUS EARTH WITH ALL COSTS OF LABOUR AND MATERIALS. INSIDE MEASUREMENT OF CATCH PIT, 600MM X 525MM
856
10421800
12175
... More
HIRE AND LABOUR CHARGES FOR 75 MM DIA BAMBOO RAILING ON JHAU/EUCALYPTUS OR OTHER APPROVED TIMBER POSTS 1.4 M ABOVE G.L. AND 0.60 M BELOW G. INCLUDING TYING STRONGLY WITH COIR ROPES AND BORING HOLES FOR POSTS IN ANY SOIL/ CONCRETE SURFACE/BITUMINIOUS SURFACE PACKING THE SIDES ETC INCLUDING COST OF CARRIAGE OF ALL MATERIALS AND LABOUR COMPLETE INCLUDING COST OF RESTORATION TO THE DAMAGES OF THE GROUND TO ITS ORIGINAL CONDITION AS PER DIRECTION OF ENGINEER IN CHARGE AFTER REMOVING THE BARRICADE. (COST OF RESTORATION WOULD BE PAID SEPARATELY.) (A) 75MM. DIA BAMBOO RAILING & 125MM. DIA JHAU/EUCALYPTUS/OTHER APPROVED TIMBER POSTS @ 1.60M APART. (I) RAILING WITH 4 ROWS.
9043.4
859123
95
... More
REMOVAL OF RUBBISH,EARTH ETC. FROM THE WORKING SITE AND DISPOSAL OF THE SAME BEYOND THE COMPOUND, IN CONFORMITY WITH THE MUNICIPAL / CORPORATION RULES FOR SUCH DISPOSAL, LOADING INTO TRUCK AND CLEANING THE SITE IN ALL RESPECT AS PER DIRECTION OF ENGINEER IN CHARGE
2029.11
336832
166
... More
EARTH WORK IN FILLING IN FOUNDATION TRENCHES OR PLINTH WITH GOOD EARTH, IN LAYERS NOT EXCEEDING 150 MM. INCLUDING WATERING AND RAMMING ETC. LAYER BY LAYER COMPLETE. (PAYMENT TO BE MADE ON THE BASIS OF MEASUREMENT OF FINISHED QUANTITY OF WORK) (A) WITH EARTH OBTAINED FROM EXCAVATION OF FOUNDATION.
4295.28
333056
77.54
... More
SUPPLYING AND INSTALLATION OF PORTABLE PUMPING UNITS (DIESEL DRIVEN) FROM 3" TO 5" DIA SUCTION AND DELIVERY FOR REMOVAL OF FLOOD WATER AND SEWERAGE WATER ETC. FOR THE YEAR 2009-10 4" DIA PORTABLE PUMP
12800
960000
75
... More
EARTH WORK IN EXCAVATION OF FOUNDATION TRENCHES OR DRAINS, IN ALL SORTS OF SOIL (INCLUDING MIXED SOIL BUT EXCLUDING LATERITE OR SANDSTONE) INCLUDING REMOVING, SPREADING OR STACKING THE SPOILS WITHIN A LEAD OF 75 M. AS DIRECTED. THE ITEM INCLUDES NECESSARY TRIMMING THE SIDES OF TRENCHES LEVELLING, DRESSING AND RAMMING THE BOTTOM, BAILING OUT WATER AS REQUIRED COMPLETE. (A) DEPTH OF EXCAVATION NOT EXCEEDING 1,500 MM.
5579.64
665483
119.27
... More
FILLING IN FOUNDATION OR PLINTH BY SILVER SAND IN LAYERS NOT EXCEEDING 150 MM AS DIRECTED AND CONSOLIDATING THE SAME BY THOROUGH SATURATION WITH WATER, RAMMING COMPLETE INCLUDING THE COST OF SUPPLY OF SAND. (PAYMENT TO BE MADE ON MEASUREMENT OF FINISHED QUANTITY)
2928.45
2741644
936.21
... More
SINGLE BRICK FLAT SOLING OF PICKED JHAMA BRICKS INCLUDING RAMMING AND DRESSING BED TO PROPER LEVEL AND FILLING JOINTS WITH LOCAL SAND.
10604.68
3796475
358
... More
REMOVAL OF RUBBISH,EARTH ETC. FROM THE WORKING SITE AND DISPOSAL OF THE SAME BEYOND THE COMPOUND, IN CONFORMITY WITH THE MUNICIPAL / CORPORATION RULES FOR SUCH DISPOSAL, LOADING INTO TRUCK AND CLEANING THE SITE IN ALL RESPECT AS PER DIRECTION OF ENGINEER IN CHARGE
5579.64
926220
166
... More
WATER BOUND MACADAM SUB BASE BY CONSOLIDATING JHAMA METAL / LATERITE CHELLY OR STONE METAL / SHINGLES OF SPECIFIC SIZE IN HARD CRUST TO REQUISITE THICKNESS (MEASURED AFTER COMPACTION) IN LAYERS INCLUDING SCREENING OF METALS ETC. AS NECESSARY, HAND PACKING, SWEEPING, WATERING AND ROLLING IN STAGES WITH POWER ROLLER TO PROPER LINE, GRADE AND CAMBER, LIGHTING, GUARDING & BARRICADING AND MAKING NECESSARY EARTHEN BUNDH OF ONE METRE WIDTH ON EACH SIDE WHERE NECESSARY TO PROTECT EDGES AND PREPARING THE BED BY NECESSARY CUTTING OR FILLING AND ROLLING ALL COMPLETE INCLUDING THE COST OF ALL MATERIALS AND HIRE AND LABOUR CHARGES OF ALL MEN AND MACHINERIES AND COMPACTING TO THE REQUIRED DENSITY, AS PER CLAUSE 404 OF SPECIFICATIONS FOR ROAD & BRIDGE WORKS OF MORT&H (5TH REVISION). (II) FOR CONSTRUCTION OF SUB BASE BY CONSOLIDATING BRICK BATS / LATERITE (90 MM TO 45 MM) ( REF :PWD (RDS & BRDGS)-2018, IT. NO. 4.10 (II) PAGE NO.247 & PAGE-222 SL. NO-5 (F))
911.99
1773729
1944.9
... More
WATER BOUND MACADAM SUB BASE BY CONSOLIDATING JHAMA METAL / LATERITE CHELLY OR STONE METAL / SHINGLES OF SPECIFIC SIZE IN HARD CRUST TO REQUISITE THICKNESS (MEASURED AFTER COMPACTION) IN LAYERS INCLUDING SCREENING OF METALS ETC. AS NECESSARY, HAND PACKING, SWEEPING, WATERING AND ROLLING IN STAGES WITH POWER ROLLER TO PROPER LINE, GRADE AND CAMBER, LIGHTING, GUARDING & BARRICADING AND MAKING NECESSARY EARTHEN BUNDH OF ONE METRE WIDTH ON EACH SIDE WHERE NECESSARY TO PROTECT EDGES AND PREPARING THE BED BY NECESSARY CUTTING OR FILLING AND ROLLING ALL COMPLETE INCLUDING THE COST OF ALL MATERIALS AND HIRE AND LABOUR CHARGES OF ALL MEN AND MACHINERIES AND COMPACTING TO THE REQUIRED DENSITY, AS PER CLAUSE 404 OF SPECIFICATIONS FOR ROAD & BRIDGE WORKS OF MORT&H (5TH REVISION).
(I) FOR CONSTRUCTION OF SUB BASE BY CONSOLIDATING JHAMA METAL / LATERITE (63 MM TO 45 MM) (MOORUM REPLACED WITH COURSE SAND) ( REF :PWD (RDS & BRDGS)-2018, IT. NO. 4.10(I) PAGE NO.247 & PAGE-222 SL. NO- 1 & 5 (E))
683.97
1776153
2596.83
... More
PROVIDING AND APPLYING TACK COAT WITH CATIONIC BITUMEN EMULSION OF APPROVED GRADE CONFORMING TO IS: 8887-1978 ON THE PREPARED SURFACE CLEANED WITH HYDRAULIC BROOM, MOISTENING THE SURFACE INCLUDING COST AND CARRIAGE OF EMULSION, HIRE CHARGES OF MACHINERY AND LABOUR, COST OF FUEL AND LUBRICANTS ALL COMPLETE AS PER CLAUSE 503 OF SPECIFICATIONS FOR ROAD & BRIDGE WORKS OF MORT&H (5TH REVISION).
(II) ON GRANULAR SURFACES TREATED WITH PRIMER. (USING BITUMEN EMULSION AT THE RATE OF 0.25 TO 0.30 KG PER SQM.) ( REF :PWD (RDS & BRDGS)-2018, PAGE NO.213 (TABLE NO.3.3?1) & PAGE NO. 251, IT. NO. 5.02, TABLE NO.I-2 OF PG-219, PG-220 FORMAT-B, PWD(R&B) 2018, PG-228 ITEM-1.03 (I), PG-230,TABLE-I, IT-4,)
9119.85
94208
10.33
... More
PROVIDING AND LAYING BITUMINOUS MACADAM WITH MOBILE HOT MIX PLANT (LIGHT DUTY) USING APPROVED CRUSHED AGGREGATES OF SPECIFIED GRADING AS PER TABLE 500.7 PREMIXED WITH BITUMINOUS BINDER, TRANSPORTED TO SITE LAID OVER A PREVIOUSLY PREPARED SURFACE AT SPECIFIED LAYING TEMPERATURE BY MEANS OF APPROVED AND SUITABLE ARRANGEMENTS TO THE REQUIRED GRADE, LEVEL AND ALIGNMENT AND ROLLED WITH SUITABLE POWER ROLLER FOR BREAK DOWN, INTER-MEDIATE AND FINISHED ROLLING AS PER SPECIFICATION TO ACHIEVE THE DESIRED COMPACTION INCLUDING COST AND CARRIAGE OF STONE MATERIALS AND BITUMEN, HIRE CHARGES OF MACHINERY AND EQUIPMENT, COST OF FUEL AND LUBRICANTS AND WAGES OF OPERATIONAL STAFF, QUALITY CONTROL COMPLETE AS PER SPECIFICATIONS FOR ROAD & BRIDGE WORKS OF MORT&H (5TH REVISION).
B. FOR GRADING II, (19 MM NOMINAL SIZE, 50-75 MM THICK.)
[NOTE: USING BITUMEN GRADE-VG-40 (30/40)] ( REF :PWD (RDS & BRDGS)-2018, PAGE NO.213 (TABLE NO.3.3?1) & PAGE NO. 251 & 252, IT. NO. 5.04 , CHAPTER-1, PG-227, I-1.03, PG-230,TABLE-I , TABLE III-1 PG-224, TABLE NO.I-2 OF PG-219, PG-220 FORMAT-B, PWD(R&B) 2018, PG-228 ITEM-1.03 (I), PG-230,TABLE-I, IT-4,)
455.99
4302434
9435.37
... More
PROVIDING AND APPLYING TACK COAT WITH CATIONIC BITUMEN EMULSION OF APPROVED GRADE CONFORMING TO IS: 8887-1978 ON THE PREPARED SURFACE CLEANED WITH HYDRAULIC BROOM, MOISTENING THE SURFACE INCLUDING COST AND CARRIAGE OF EMULSION, HIRE CHARGES OF MACHINERY AND LABOUR, COST OF FUEL AND LUBRICANTS ALL COMPLETE AS PER CLAUSE 503 OF SPECIFICATIONS FOR ROAD & BRIDGE WORKS OF MORT&H (5TH REVISION).
(I) ON BITUMINOUS SURFACE. (USING BITUMEN EMULSION AT THE RATE OF 0.20 TO 0.30 KG PER SQM.) ( REF :PWD (RDS & BRDGS)-2018, PAGE NO.213 (TABLE NO.3.3?1) & PAGE NO. 251, IT. NO. 5.02, TABLE NO.I-2 OF PG-219, PG-220 FORMAT-B, PWD(R&B) 2018, PG-228 ITEM-1.03 (I), PG-230,TABLE-I, IT-4,)
9119.85
86729
9.51
... More
TRANSPORTATION AND LAYING 40 MM THICK HOT ASPHALTUM MIXTURE FROM KMC PLANT TO THE WORK SITE INCLUDING ROLLING BUT EXCLUDING THE COST OF TACK COAT (COVERED AREA- 1250 SQUARE METER PER 100 MT HOT-MIXTURE)
A) WITHOUT PAVER FINISHER
I) NIGHT TIME ( REF :AS PER KMC RATES, TAXES, FEES & CHARGES FOR THE YEAR 2019-2020, AS PER PRESENT MARKET PRICE, RATE APPVD. BY D.G.(CIVIL) CIRCULAR NO-21 OF 2016-17 DTD-25.10.16 VIDE RESOLUTION MIC MEETING (ITEM NO-M-29.22 DTD-21.09.16), MPL. SECRETARY CIRCULLAR NO-02 OF 2018-19 DTD.04.04.2018 )
9119.85
410393
45
... More
ORDINARY CEMENT CONCRETE ( MIX 1:1.5:3 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018)
222.71
1346727
6047
... More
COST OF HOT MIX
729.59
3939775
5400
... More
Estimated amount
-
-
-
... More
Add: 9%SGST
1
5952797
5952797.36
... More
Add:9%CGST
1
5952797
5952797.36
... More
1% LWC
1
780478
780478
Evaluation Notes How It Works ?
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