| 2956717 | 97737 | None | Volumn 19.3 Pg 163 | Demolishing R.C.C. work manually. by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. (Commun SR 2020-21 Sl.no. 19.3 Page No: 163) | Cum | 358.44 | 358.44 | 4.85 | False | None | None | False | None | False | 1738.434 | 0 |
| 2956718 | 97737 | None | RWS BGM circle SR2019-20 Sl.no4.52 | Providing and laying Reinforced cement concrete of mi. design of M-30 Grade with cement .
360 kg, 20mm and graded granite or trap or basalt jelly of approved quality . 0.69 cum and fine
aggregates .0.46 cum, super plasticiser . 3lts confirming to IS-9103-1999 reaffirmed 2008 in
layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating,
curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary
etc., complete as per design and specification and giving satisfactory water proof test including
construction joints wherever necessary as per the directions of the departmental Officers
complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs
(e.clusive of cost of steel and fabrication charges and jointing materials) (RWS BGM circle SR 2019-20 Sl.no. 4.52) (Add 3percentage Area weightage 18115plus3percentage.18658.45) | Cum | 18658.45 | 18658.45 | 7.72 | False | None | None | False | None | False | 144043.234 | 0 |
| 2956719 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.56 | Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @
360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine
aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in
layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating,
curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary
etc., completeas per design and specifications etc., complete for top rib and top dome or top slab
(exclusive cost of steel and fabrication charges) (RWS BGM circle SR 2019-20 Sl.no. 4.56) (Add 3percentage Area weightage 13406+3percentage=13808.18) | Cum | 13808.18 | 13808.18 | 2.41 | False | None | None | False | None | False | 33277.7138 | 0 |
| 2956720 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.59.1 | Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications.(RWS BGM circle SR 2019-20 Sl.no. 4.59.1) (Add 3percentage Area weightage 70307+3percentage=72416.21) | MT | 72416.21 | 72416.21 | 1.27 | False | None | None | False | None | False | 91968.5867 | 0 |
| 2956721 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.63 | Ladder inside the container: Providing anodized aluminium ladder using 65mm . 32mm . 3.0mm
‘C’ section for ladder side channel . 25mm dia., flutal pipe for Rungs at 250mm c.c ladder fi.ed at
an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary
G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with
necessary (M-15) bed for embedding the ladder bottom complete(RWS BGM circle SR 2019-20 Sl.no. 4.63) (Add 3percentage Area weightage 3099plus3percentage.3191.97) | Rmtr | 3191.97 | 3191.97 | 4.5 | False | None | None | False | None | False | 14363.865 | 0 |
| 2956722 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.66 | Providing and fi.ing 60.60cms M.S. inspection door with necessary M.S. frame made out of M.S.angle 50.50.6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and lockingarrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) (RWS BGM circle SR 2019-20 Sl.no. 4.66) (Add 3percentage Area weightage 1818plus3percentage.1872.54) | Nos | 1872.54 | 1872.54 | 1.0 | False | None | None | False | None | False | 1872.54 | 0 |
| 2956723 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 10.18.(a) | Supplying, and Fi.ing CI puddle flanges confirming to IS 7181-1986 with latest amendments in
position for RCC walls including hoisting and conveying them to work spot with all lead and lifts
etc complete (RWS BGM circle SR 2019-20 Sl.no. 10.18.(a)) (Add 3percentage Area weightage 2647plus3percentage.2726.41) | Nos | 2726.41 | 2726.41 | 5.0 | False | None | None | False | None | False | 13632.05 | 0 |
| 2956724 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 10.17 | Supplying,laying of CI flanged pipe true to line.hoisting of CI flanged pipe confirming to IS 7181-
1986 with latest amendments in position and aligning to correct plumb including cost of jointing
material,conveying to work spot with all lead and lifts etc complete (RWS BGM circle SR 2019-20 Sl.no. 10.17) (Add 3percentage Area weightage 1968plus3percentage.2027.04) | Rmtr | 2027.04 | 2027.04 | 50.0 | False | None | None | False | None | False | 101352.0 | 0 |
| 2956725 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 15.59 | Providing 80 mm dia Sluice valve. scour valve confirming to IS 1538 (Part-I to .II)
1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RWS BGM circle SR 2019-20 Sl.no. 15.59) (Add 3percentage Area weightage 2900plus3percentage.2987) | Nos | 2987.0 | 2987.0 | 3.0 | False | None | None | False | None | False | 8961.0 | 0 |
| 2956726 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 15.58 | Providing 80 mm dia Duck foot bend confirming to IS 1538 (Part-I to .II) 1978 with
latest amendments if any cost of all materials, labour charges etc. complete. (RWS BGM circle SR 2019-20 Sl.no. 15.58) (Add 3percentage Area weightage 350plus3percentage.360.5) | Nos | 360.5 | 360.5 | 4.0 | False | None | None | False | None | False | 1442.0 | 0 |
| 2956727 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.70 | Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one
coat of primer including curing etc., complete for RCC over head tank. (RWS BGM circle SR 2019-20 Sl.no. 4.70) (Add 3percentage Area weightage 213+3percentage=219.39) | Sqm | 219.39 | 219.39 | 284.28 | False | None | None | False | None | False | 62368.1892 | 0 |
| 2956728 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.72 | Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable
length of aluminium strip of spike 25mmx3mm including grounding as per specification. The
aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by
collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. (RWS BGM circle SR 2019-20 Sl.no. 4.72) (upto 6m 9645.00, add 698 for every additional running meter i.e 9645+8*698=15229) (Add 3percentage Area weightage 15229+3percentage=15685.87) | Each | 15685.87 | 15685.87 | 1.0 | False | None | None | False | None | False | 15685.87 | 0 |
| 2956729 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.64 | Providing & fixing G.I.pipe railing of 32mm dia.G.I.pipe B-class in two rows of roof dome flat slab
of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding
in C.M. pillars with all lead and lifts etc., complete.(RWS BGM circle SR 2019-20 Sl.no. 4.64) (Add 3percentage Area weightage 679+3percentage=699.37) | Rmtr | 699.37 | 699.37 | 40.85 | False | None | None | False | None | False | 28569.2645 | 0 |
| 2956730 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.62 | Providing and fi.ing M.S. ladder between landing 45 cms. wide using angle iron of following size
and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as
directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2
mtrs, interval and 0.5 mtr, height including fi.ing in ground with C.C. 1:2:4 and two coats of
nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65.65.8mm
angle iron frame.(RWS BGM circle SR 2019-20 Sl.no. 4.62) (Add 3percentage Area weightage 1821plus3percentage.1875.63) | Rmtr | 1875.63 | 1875.63 | 18.0 | False | None | None | False | None | False | 33761.34 | 0 |
| 2956731 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no.15.105 | Painting new letter and figures of any shade with synthetic enamel paint black or any
other approved colour to give an even shade complete as per specifications. (ii) English
and Roman - Hyphen and the like not to be measured and paid for MORTH
Specification No.801 .(RWS BGM circle SR 2019-20 Sl.no.15.105) (Add 3percentage Area weightage 0.70plus3percentage.0.721) | Nos | 0.72 | 0.72 | 3000.0 | False | None | None | False | None | False | 2160.0 | 0 |
| 2956732 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 2.01 | Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually
(other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables)
and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated
surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and
neatly dressed as per specifications. Specification No KBS 2.1(a)/2.3.1 (RWS BGM circle SR 2019-20 Sl.no. 2.01) (Add 3% Area weightage 249+3%=256.47) | Cum | 256.47 | 256.47 | 10.58 | False | None | None | False | None | False | 2713.4526 | 0 |
| 2956733 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.05 | Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs,
with 20mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes
@ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick,well compacted,
in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing
complete as per specifications.(RWS BGM circle SR 2019-20 Sl.no. 4.05) (Add 3% Area weightage 5764+3%=5936.92)
| Cum | 5936.92 | 5936.92 | 1.2 | False | None | None | False | None | False | 7124.304 | 0 |
| 2956734 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 5.02 | Providing and constructing granite / trap / basalt size stone masonry in basement with cement
mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at
2 m. apart in each course including cost of materials, labour, curing complete as per
specifications. (RWS BGM circle SR 2019-20 Sl.no. 5.02) (Add 3% Area weightage 5532+3%=5697.96)
| Cum | 5697.96 | 5697.96 | 5.48 | False | None | None | False | None | False | 31224.8208 | 0 |
| 2956735 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.03 | Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs,
with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes
@ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted,
in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing
complete as per specifications. (RWS BGM circle SR 2019-20 Sl.no. 4.03) (Add 3% Area weightage 5696+3%=5866.88
| Cum | 5866.88 | 5866.88 | 0.15 | False | None | None | False | None | False | 880.032 | 0 |
| 2956736 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 9.05 | 15.3.1Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to brick
masonry including rounding off corners wherever required smooth rendering, : Providing and
removing scaffolding, including cost of materials, labour, curing complete as per specifications. (RWS BGM circle SR 2019-20 Sl.no. 9.05) (Add 3% Area weightage 214+3%=220.42
| Sqm | 220.42 | 220.42 | 8.0 | False | None | None | False | None | False | 1763.36 | 0 |
| 2956737 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 11.08 | Providing and laying Reinforced cement concrete of mix design of M-20 Grade with cement @
320 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine
aggregates @ 0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008
machine mixing,laid in layers of not more than 15 cms thick, well consolidated including centering,
formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion
wherever necessary as per design and specifications etc., complete for RCC roof slab,top
dome,ring beam of all spans (exclusive cost of steel and fabrication charges) (RWS BGM circle SR 2019-20 Sl.no. 11.08) (Add 3% Area weightage 9675+3%=9965.25
| Cum | 9965.25 | 9965.25 | 0.98 | False | None | None | False | None | False | 9765.945 | 0 |
| 2956738 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.59 | Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending,
hooking, placing in position, lapping and / or welding wherever required, tying with binding wire
and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks
and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials,
labour, HOM of machinery complete as per specifications.(RWS BGM circle SR 2019-20 Sl.no. 4.59) (Add 3% Area weightage 70307+3%=72416.21)
| MT | 72416.21 | 72416.21 | 0.1 | False | None | None | False | None | False | 7241.621 | 0 |
| 2956739 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 4.66 | Providing and fixing 60x60cms M.S inspection door with necessary M.Sframe made out ofM.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) (RWS BGM circle SR 2019-20 Sl.no. 4.66) (Add 3% Area weightage 1818+3%=1872.54)
| Each | 1843.7 | 1843.7 | 2.0 | False | None | None | False | None | False | 3687.4 | 0 |
| 2956740 | 97737 | None | RWS BGM circle SR 2019-20 Sl.no. 2.25 | Refilling the basement and pipeline trenches with selected available earth from trench excavation
including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth
with all lead & lifts. (Compacting with vibro roller) .(RWS BGM circle SR 2019-20 Sl.no. 2.25) (Add 3% Area weightage 103+3%=106.09 | Cum | 106.09 | 106.09 | 1.68 | False | None | None | False | None | False | 178.2312 | 0 |
| 2956741 | 97737 | None | RWS BGM. circle SR 2019-20 Sl.no 2.23 | Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipem line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary removal of stumps and other
deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the
excavated earth to the extent required and utilising the remaining available excavated earth
locally for the work. in the following strata classifications by Mechanical Means (RWS BGM. circle SR 2019-20 Sl.no 2.23) (Add 3% Area weightage 130+3%=133.9 | Cum | 133.9 | 133.9 | 178.8 | False | None | None | False | None | False | 23941.32 | 0 |
| 2956742 | 97737 | None | RWS BGM. circle SR 2019-20 Sl.no 10.01.4 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and
labour, including lowering into trenches, laying true to line, level and perfect linking at joints leakproof including jointing of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than 15 cms with gravel or
selected earth available from the excavation etc. complete.(RWS BGM. circle SR 2019-20 Sl.no 10.01.4) (Add 3% Area weightage 224+3%=133.9)63 mm 10 KSC Pipes : .(RWS BGM. circle SR 2019-20 Sl.no 10.01.4.a) (Add 3% Area weightage 224+3%=230.72)
| Rmtr | 230.72 | 230.72 | 110.0 | False | None | None | False | None | False | 25379.2 | 0 |
| 2956743 | 97737 | None | RWS BGM. circle SR 2019-20 Sl.no 10.01.4 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and
labour, including lowering into trenches, laying true to line, level and perfect linking at joints leakproof including jointing of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than 15 cms with gravel or
selected earth available from the excavation etc. complete.(RWS BGM. circle SR 2019-20 Sl.no 10.01.4) (Add 3% Area weightage 224+3%=133.9)75 mm 4 KSC Pipes : .(RWS BGM. circle SR 2019-20 Sl.no 10.01.1.b) (Add 3% Area weightage 161+3%=165.83) | Rmtr | 165.83 | 165.83 | 90.0 | False | None | None | False | None | False | 14924.7 | 0 |
| 2956744 | 97737 | None | RWS BGM. circle SR 2019-20 Sl.no 10.01.4 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and
labour, including lowering into trenches, laying true to line, level and perfect linking at joints leakproof including jointing of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than 15 cms with gravel or
selected earth available from the excavation etc. complete.(RWS BGM. circle SR 2019-20 Sl.no 10.01.4) (Add 3% Area weightage 224+3%=133.9)90 mm 4 KSC Pipes : .(RWS BGM. circle SR 2019-20 Sl.no 10.01.1.c) (Add 3% Area weightage 210+3%=216.3)
| Rmtr | 216.3 | 216.3 | 98.0 | False | None | None | False | None | False | 21197.4 | 0 |
| 2956745 | 97737 | None | RWS SR 2019-20 | Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, inordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. (RWS SR 2019-20) (Basic Rate:299+8.97=307.97
| Cum | 307.97 | 307.97 | 18.65 | False | None | None | False | None | False | 5743.6405 | 0 |
| 2956746 | 97737 | None | RWS SR 2019-20 | Providing and laying in position plain cement concrete of grade M 15 with OPC cement @
240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms.thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery,curing complete as per specifications (RWS SR 2019-20) (Basic Rate:5635+169.05=5804.05)
| Cum | 5804.05 | 5804.05 | 3.68 | False | None | None | False | None | False | 21358.904 | 0 |
| 2956747 | 97737 | None | RWS SR 2019-20 | Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999Reaffirmed2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications. (RWS SR 2019-20) (Basic Rate:6284+188.52=6472.54)
| Cum | 6472.54 | 6472.54 | 0.74 | False | None | None | False | None | False | 4789.6796 | 0 |
| 2956748 | 97737 | None | RWS SR 2019-20 | Providing and constructing granite / trap / basalt size stone masonry in foundation cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 (RWS SR 2019-20) (Basic Rate:4644+139.32=4783.32)
| Cum | 4783.32 | 4783.32 | 19.97 | False | None | None | False | None | False | 95522.9004 | 0 |
| 2956749 | 97737 | None | RWS SR 2019-20 | Providing and laying in position plain cement concrete of grade M 15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications . (RWS SR 2019-20) (Basic Rate:5893.00+282.90=6069.79)
| Cum | 6069.79 | 6069.79 | 1.95 | False | None | None | False | None | False | 11836.0905 | 0 |
| 2956750 | 97737 | None | RWS SR 2019-20 | Providing 20mm thick cement plaster in single coat with cement mortar 1:4, tostone masonry / concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curingcomplete as per specifications (RWS SR 2019-20) (Basic Rate:274+8.22=282.22)
| Sqm | 282.22 | 282.22 | 44.0 | False | None | None | False | None | False | 12417.68 | 0 |
| 2956751 | 97737 | None | RWS SR 2019-20 | Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65x65x6 mm
welded together and fixed in CC (1:2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each
of length 25 cms. Including cost of all materials cutting, bending scaffolding wherever
necessary, nicely finishing the welded joints with all lead lifts and as per the directions of
the Engineer-in - charge of the work and including providing 2 coats of approved quality
paint over one coat of shop painting ( excluding cost of earthwork and concrete)
(RWS SR 2019-20) (Basic Rate:984+28.52=1013.52)
| Mtr | 1013.52 | 1013.52 | 36.0 | False | None | None | False | None | False | 36486.72 | 0 |
| 2956752 | 97737 | None | RWS SR 2019-20 | Providing chain link fencing 50mm size of 8 guage properly stretched between existing
rectangular poles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts and as per the directions of the Engineer-in-charge of work including two coats of approved quality paint over one coat of shop paint (RWS SR 2019-20) (Basic Rate:715+21.45=736.45)
| Sqm | 736.45 | 736.45 | 43.85 | False | None | None | False | None | False | 32293.3325 | 0 |
| 2956753 | 97737 | None | RWS SR 2019-20 | Providing and fixing M.S. Block pipe of 38mm dia, of heavy guage of 14 including
removing the bends, cutting the pipe, and fixing pipe in between the existing two verticle poles (M.S. rectangular poles) and spot welding the chain link with M.S. block pipe including cost of all materials wastage in cutting, and scaffolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of work etc., complete including two coats of approved quality paint over one coat of shop paint (RWS SR 2019-20) .( Basic Rate:408+12.24=420.24)
| Mtr | 420.24 | 420.24 | 73.08 | False | None | None | False | None | False | 30711.1392 | 0 |
| 2956754 | 97737 | None | RWS SR 2019-20 | Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 (RWS SR 2019-20) (Basic Rate:105.00+3.15=108.15)
| Kg | 108.15 | 108.15 | 75.6 | False | None | None | False | None | False | 8176.14 | 0 |
| 2956755 | 97737 | None | RWS SR 2019-20 | Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications.
(RWS SR 2019-20) (Basic Rate:70.30+21.09=72.41)
| Kg | 72.41 | 72.41 | 63.28 | False | None | None | False | None | False | 4582.1048 | 0 |
| 2956756 | 97737 | None | RWS SR 2019-20 | Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons. (RWS SR 2019-20) (Basic Rate:258.00+7.74=265.74)
| Sqm | 265.74 | 265.74 | 2.7 | False | None | None | False | None | False | 717.498 | 0 |
| 2956757 | 97737 | None | RWS SR 2019-20 | Providing and removing centering, shuttering, strutting, propping etc., forcolumns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specificaiton (RWS SR 2019-20) (Basic Rate:455.00+13.65=468.65)
| Sqm | 468.65 | 468.65 | 18.61 | False | None | None | False | None | False | 8721.5765 | 0 |
| 2956758 | 97737 | None | RWS SR 2019-20 | Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications.-do- with primer (RWS SR 2019-20) (Basic Rate:102.00+3.06=105.06)
| Sqm | 105.06 | 105.06 | 53.6 | False | None | None | False | None | False | 5631.216 | 0 |
| 2956759 | 97737 | None | RWS SR 2019-20 | Providing and applying enamel metal paint two coats ( excluding priming coat ) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications. (RWS SR 2019-20) (Basic Rate:95.00+2.85=97.85)
| Rmtr | 97.85 | 97.85 | 9.0 | False | None | None | False | None | False | 880.65 | 0 |