Agricultural Produce Market Committee Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 3,01,100Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
APMC/2024-25/OW/WORK_INDENT403Tender No
APMC/2024-25/OW/WORK_INDENT403Tender Authority
Agricultural Produce Market Committee ViewPurchaser Address
-Website
http://www.arthapedia.in
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Documents
BOQ Items
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O04 - Providing and laying in position Cement Concrete Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
712.9
5989
4269558.1
... More
O05 - Providing and laying in position Cement Concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
9.19
6630
60929.7
... More
O06 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and in- cluding water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
359.22
137
49213.14
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O07 - Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
296.38
53
15708.14
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O08 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
2809.52
89
250047.28
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O009 - Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
1921.83
167
320945.61
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O010 - 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 etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
359.22
100
35922
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O011 - Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
15.6
912
14227.2
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O012 - Providing and fixing on wall face unplasticised Single socketed pipes 100 mm diameter 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, etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
48
291
13968
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O013 - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
183.93
817
150270.81
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O014 - Dismantling G.S. Sheet roofing including ridges, hips, valleys and gutters etc., and stacking the material to the appropriate disposal area etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
2200.32
109
239834.88
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O015 - Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
1524.16
181
275872.96
... More
O016 - Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
371.16
1663
617239.08
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O017 - Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
2200.32
568
1249781.76
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O018 - Providing and fixing Ridges plain (500 - 600mm) precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
366.72
451
165390.72
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O019 - Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 ce- ment : 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 L per 50 kg of cement etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
7012.14
800
5609712
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O020 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
4.23
6389
27025.47
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O021 - Supplying & fixing of retrofit type LED bulb 9 W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI70. efficacy 80 lumen per W life25000 burning hours and Compliance to IS 10322/IEC 60598, LM7 LM 80.The LED are driven by HF electronic driver integrated in the system, with PF 0.95 power loss should 5 of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. etc.complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
280
158
44413.6
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O022 - Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A. etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
6000
26
160680
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O023 - Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
280
268
75272.4
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O024 - Supplying and fixing 3 Module superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
280
141
39510.8
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O025 - Supplying and fixing 12 Module superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
280
292
81905.6
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O026 - Supplying and fixing of 6Amps one way modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
280
105
29416.8
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O027 - Earth work excavation for pipeline trenches in all kinds of soils to any depth by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
2409.72
262
631346.64
... More
O028 - Earth work excavation in ordinary/soft rock (without requiring blasting) for pipeline trenches to depth upto 1.5m by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
1606.48
454
729341.92
... More
O029 - Earth work excavation in ordinary/soft rock (without requiring blasting) for pipeline trenches to Depth exceeding 1.5 m, but not exceeding 3 m by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
110.81
557
61721.17
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O030 - Earth work excavation in Hard rock (requiring blasting) for pipeline trenches to Depth exceeding 1.5 m, but not exceeding 3 m by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
110.81
752
83329.12
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O031 - Earth work excavation in Hard rock (requiring blasting) for pipeline trenches to Depth exceeding 3.0 m, but not exceeding 4.5 m by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
10.56
830
8764.8
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O032 - Providing lowering laying, jointing, testing and commissioning of 100 mm dia. pipes glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
435
396
172260
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O033 - Providing lowering laying, jointing, testing and commissioning of 150 mm dia. pipes glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
1587
624
990288
... More
O034 - Providing lowering laying, jointing, testing and commissioning of 200 mm dia. pipes glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
50
736
36800
... More
O035 - Providing lowering laying, jointing, testing and commissioning of 250 mm dia. pipes glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
55
1019
56045
... More
O036 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
31
24999
774969
... More
O037 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 1.10 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
17
27209
462564.9
... More
O038 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 1.20 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
2
29420
58840.8
... More
O039 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 1.30 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
3
31631
94893.3
... More
O040 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 1.50 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
2
36052
72105
... More
O041 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 1.60 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
1
38263
38263.2
... More
O042 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 2.10 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
1
49568
49568.2
... More
O043 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 2.20 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
1
52030
52030.4
... More
O044 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 2.50 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
1
71003
71003
... More
O045 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 3.00 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
1
85165
85165
... More
O046 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 3.10 M depth & Heavy duty SFRC cover & frame etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
2
88386
176773.2
... More
O047 - Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
149
4236
631164
... More
O048 - Providing PVC ringtite pipes PVC pipes 63mm dia., 6 kg/sqcm & class 3 conforming to IS 4985:2000 with latest amendments and conveying to work site, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
1500
101
151500
... More
O049 - Providing PVC ringtite pipes PVC pipes 25mm dia., 6 kg/sqcm & class 3 conforming to IS 4985:2000 with latest amendments and conveying to work site, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
225
48
10800
... More
O050 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
48
349
16752
... More
O051 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering Including cost of all labour etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
3554.3
160
568688
... More
O052 - Removal of Unserviceable Soil with Disposal upto a suitable distance etc.,complete with all leads & lifts, all incidental charges complete as per drawing and technical specification and as directed by the Engineer incharge of the work.
683.52
85
58099.2
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