Directorate Of Municipal Administration 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
₹ 2,46,000Document Cost
Refer DocumentsTender Fee
₹ 4,100
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT22586/CALL-2Tender No
DMA/2024-25/OW/WORK_INDENT22586/CALL-2Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
004 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. PWD DSR 2023-24 Volume-II Page No. 9 Item No. 2.3.1
71.92
6639
477487.668
005 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements
of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.( PWD DSR 2023-24 Volume-III Page No. 7 Item No. 4.17)
91.127
6639
605005.82205
006 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (All other type of structures).PWD DSR 2023-24 Volume-I Page No. 18, Item No. 2.11h
14.562
82961
1208086.0911
007 - Form work Foundation upto Plinth(Isolated)(PWD DSR 2023-24 Volume-I Page No. 111 Item No.1(a) 8% OF CONCRETE RATE)
79.68
531
42320.4384
008 - Form work Earth retaining structures (PWD DSR 2023-24 Volume-I Page No. 111 Item No.11. 10% OF CONCRETE RATE)
59.4
663
39436.848
009 - Providing and laying in position Cement Concrete 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 all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.PWD DSR 2023-24 Volume-I Page No. 9 Item No. 2.5.1
11.825
6961
82319.7375
010 - Form work Curved RCC Roof Slabs, Domes & Sloped Roofs(PWD DSR 2023-24 Volume-I Page No. 111 Item No.8. 70% OF CONCRETE RATE)
11.83
4873
57648.1815
011 - 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 complete as per specifications and as per directions of Engineer-in-charge.( PWD DSR 2023-24 Volume-II Page No. 7 Item No. 8.28)
238.29
93
22268.2005
012 - Providing and fixing 1.2 m high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 m center to center founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 817( PWD DSR 2023-24 Volume-III Page No. 7 Item No. 8.19)
36
348
12549.6
013 - Providing and laying 40mm size graded coarse aggregates /pebble stones for side as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer. The rate includes cost of material, transportation, laying and compacting with all labour etc., (For drainage layers) :( PWD DSR 2023-24, Volume-I Page No. A-38, Item No. 7)
437.08
1249
546131.46
014 - Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.( PWD DSR 2023-24 Volume-III Page No. 117, Item No. 12.4/710.1.4 OF IRC:78 and 2200)
126.15
2810
354588.7275
015 - Providing & laying 1500 Microns thick 6 m wide HDPE Geo membrane, over the synthetic clay liner having Thickness 1.5mm, Density .94g/cum, Tensile Strength at yield 23 Nmm/ width and at break 42 Nmm /width, Elongation at Yield 13 percentage, Elongation at Break 700 percentage, Tear Resistance 175 N, Puncture Resistance 490 N, Carbon Black Content 2.5 and Carbon Black dispersion at Satisfactory level.
2180.68
450
981306
016 - Geotextile - 285 gsm :Providing and laying of 285 gsm non-woven geo-textile of approved make at landfill base to protect silt entering into the drainage media as per the specifications. The rate quoted shall include stitching, overlapping wastage and anchoring etc. complete as directed by Engineer- in-Charge. (CM SR 2023-24/P.No.99/Vol-3/A-11/051)
2180.68
210
457942.8
017 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0,200mm,(PWD DSR 2023-24, Volume-V Page No. 95, Item No.9.1.9)
50
1510
75547.5
018 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0,160mm,(PWD DSR 2023-24, Volume-V Page No. 95, Item No.9.1.9)
240
1006
241668
019 - Supplying and providing protective soil layer 300mm thick Sand - M-Sand (PWD DSR 2023-24, Volume-1 Page No. A-40, SL No.64)
654.2
1476
965599.2
020 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD DSR 2023-24,Volume-III Page No. 26 Item No. 4.17
449.91
2686
1208885.6745
021 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)( PWD DSR 2023-24 Volume-II Page No. 9 Item No. 5.4)
79.06
5891
465785.943
022 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.( PWD DSR 2023-24 Volume-I Page No. 7 Item No. 1.9)
1141.64
279
318860.052
023 - Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.( PWD DSR 2023-24 Volume-II Page No. 42 Item No. 8.7)
14.55
384
5591.565
024 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401( PWD DSR 2023-24 Volume-III Page No. 7 Item No.4.1, 401.(v))
163.26
2611
426329.001
025 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.( PWD DSR 2023-24 Volume-III Page No. 149 Item No. 16.28)
165.66
7091
1174811.022
026 - Form work Cement Concrete Drain Walls (PWD DSR 2021-22 Volume-I Page No. 111 Item No.1(a) 35% OF CONCRETE RATE)
23.76
2323
55211.112
027 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 (PWD DSR 2023-24 Volume-V Page No. 95, Item No. 9.1.4)
20
492
9849
028 - Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner orSchlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. PWD SR 2023-24, I.No.12.4, P.No.140)
2
5552
11104.8
029 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m 50m depth)( PWD SR 2023-24, I.No.12.2.1, P.No.139)
100
324
32445
030 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m 50m depth)( PWD SR 2023-24, I.No.12.2.1, P.No.139)
100
406
40635
031 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m 50m depth)( PWD SR 2023-24, I.No.12.2.1, P.No.139)
40
432
17304
032 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingand 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 with all lead & lift 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 For :PVC pipes 140mm dia,6kg/sqcm & class 3 (PWD SR 2023-24, I no 10.1.9, page no 113, Volume - V)
40
613
24528
033 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments. PWD SR 2023-24, I.No. 13.10.1,P.No.149
1
18938
18938
034 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments. PWD SR 2023-24, I.No. 13.10.1,P.No.149
1
27720
27720
035 - Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments PWD SR 2023-24, I.No.13.43.1, P.No.157
2
9975
19950
036 - Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work.( PWD SR 2023-24, I.No.13.34, P.No.157)
2
1522
3045
037 - Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets.( PWD SR 2023-24, I.No.13.25, P.No.155)
2
577
1155
038 - Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.( PWD SR 2023-24, I.No.13.26, P.No.155)
2
1207
2415
039 - Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.( PWD SR 2023-24, I.No.13.36, P.No.155)
160
141
22680
040 - Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Medium Duty GI pipe of 32mm dia. complete( PWD SR 2023-24,vol-5, P.No.155)
160
400
64008
041 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.( PWD SR 2023-24, I.No.13.36, P.No.155)
200
89
17850
042 - Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. PWD Electrical SR 2023-24, P.No.14, It.No.5.7.2
2
234
468
043 - Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets.PWD volume-5 SR 2023-24, P.No.155, It.No.13.31.
160
40
6400
044 - Earth work excavation for pipeline trenches in all kinds of soils 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 complete in the following strata.All kinds of soils. Depth upto 1.50 m(PWD SR 2023-24, I.No.1.17.1, P.No.10)
54
275
14855.4
045 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore PWD SR 2021-22, I.No.13.4.4.
2
875
1751.4
046 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, 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 with all lead & lift 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 For:PVC pipes 63mm dia., 6 kg/sqcm & class 3(PWD SR Volume-V,I.No-10.1.1 P.No-110)
200
169
33810
047 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, 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 with all lead & lift 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 For:PVC pipes 90mm dia., 6 kg/sqcm & class 3(PWD SR Volume-V,I.No-10.1.1 P.No-110)
300
308
92610
048 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications PWD DSR 2023-24,Volume-I Page No.7 Item No.1.10
54
168
9072
049 - Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work.PWD DSR 2023-24,Volume-V Page No.7 Item No.1.10
2
6825
13650
050 - Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter. (PWD DSR Ele I.No.25(a), P.No.37)
2
1380
2760
051 - Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (PWD SR 2023-24, Volume-V ,I.No.13.39, ,p.no-157)
2
3937
7875
052 - Gescom Charges
2
10000
20000
053 - Providing and laying in position Cement Concrete 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 all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates(PWD DSR 2023-24 Volume-I Page No. 15, Item No. 2.1.3)
80
6288
503076
054 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR PWD 2023-24,P-82,I-11.16.2 Vol-2
25500
154
3935925
055 - 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 or as desired by Engineerin- charge. 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.(PWD SR-23-24,Item No. 11.2, Page No. 77, Vol.2)
892.25
596
532137.9
056 - Stone spalls.(PWD DSR 2023-24 Volume-III Page No. , Sl No. 67)
3.3
350
1155
057 - Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.(PWD DSR 2023-24 Volume-II Page No. 175, Item No. 5.1.1.)
3.77
1251
4718.532
058 - Providing and laying 20mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer. The rate includes cost of material, transportation, laying and compacting with all labour etc., (For drainage layers) :(PWD DSR 2023-24 Volume-I Page No. A-38, Item No. 4)
0.95
1399
1329.6675
059 - Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin- charge. (PWD DSR 2023-24 Volume-II Page No. 175, Item No. 17.2)
1.79
1245
2229.087
060 - Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge.(PWD DSR 2023-24 Volume-I Page No. 221, Item No. 18.3)
1
2060
2060.1
061 - Form work Plinth Beams of building (PWD DSR 2021-22 Volume-I Page No. 111 Item No.1(a) 50% OF CONCRETE RATE)
12.42
3319
41229.1836
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