Karnataka Neeravari Nigam Limited 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
₹ 43,64,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
CNNL/2020-21/RD/WORK_INDENT34219/CALL-2Bid Award Id
ViewTender No
CNNL/2020-21/RD/WORK_INDENT34219/CALL-2Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
KSRRB 300-58 : Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH Specification No 305.3.4. Complete with all lead and lift and as directed by the Engineer in charge
60477.5
-
373750.95
KSRRB M300-59.2: Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Complete as per specifications. Case-II: Compacting original ground supporting embankment. (which includes watering charges & compaction by vibratory roller2018-19) MORTH Specification No305.3.4. Complete with all lead and lift and as directed by the Engineer in charge
6936.68
-
164329.95
KSRRB M300-54. Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300- 2 complete as per specifications. (which includes, watering charges & compaction by vibratory roller). Complete with all lead and lift and as directed by the Engineer in charge
14798.17
-
1448000.93
KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller2018-19) MORTH Specification No. 305. Complete with all lead and lift and as directed by the Engineer in charge
63772.28
-
21282085.28
KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications. (including cost of earth, watering charges & compaction by vibratory roller2018-19) MORTH Specification No. 305. Complete with all lead and lift and as directed by the Engineer in charge
16652.08
-
5968771.56
Construction of granular sub-base Grading-Vas Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/ trap/basalt material, 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 98% proctor density, complete as per specifications. Clause 401 of MORTH V Revision. Complete with all lead and lift and as directed by the Engineer in charge
15601.5
-
30307161.87
KSRRB M600-1.Providing and Constructing dry lean cement concrete mix CC 1:5:10 base with OPC 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @0.58cum over a prepared sub-base, coarse and fine aggregate conforming to IS: 383-2016,aggregate cement ratio not to exceed 15:1, Aggregate gradation after blending to be as per Table 600-1,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 with OPC at 150 kg/cum and coarse aggregate 0.86cum, fine aggregate 0.58cum using Concrete Batch mix Plant at 75 cum/hr capacity with Slip form paver with electronic sensor. . Complete with all lead and lift and as directed by the Engineer in charge
6317.75
-
24252641.88
KSRRB M600-2. Providing and Constructing un-reinforced, dowel jointed, plain cement Pavement Quality concrete for pavements using Grade concrete M40 having Flexural strength not less than 4.50 Mpa over a prepared base with OPC, coarse aggregate at 0.64 cum, fine aggregates at 0.36 cum,Coarse and fine aggregate conforming to IS:383- 2016 and Table 600-3 of MORTH V Revision, with Superplastizer at 3 Its conforming to IS 9103-2008. loading materials to batch mix plant by front end loader,mixed in a cement concrete batch mix plant as per approved mix design,transported to site in transit truck agitator 5 cum capacity, laid with Paver, compacted and finished in a continuous operation as per IRC-15 including cost for providing of contraction,expansion, co nstruction and longitudinal joints, joint filler, separation membrane of impermiable plastic sheet of 125 micron, groove cutting,sealant primer joint sealent, debonding strip,dowel bars at 9 kg/cum, tie rods at 1.15 kg/cum, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries, aII lead & lift charges etc., complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 with OPC at 420 kg/cum and coarse aggregate 0.64cum, fine aggregate 0.36cum using Concrete Batch mix Plant at 75 cum/hr capacity with Slip form paver with electronic sensor. Complete with all lead and lift and as directed by the Engineer in charge
17057.92
-
102388970.75
Providing and mixing fibermesh stealth e3 Fibermesh150multi dimensional graded multifilamenrt 100%virgin polypropylene fibres contains no reprocesserd olfrin materials and are specifically manufactured for use as concrete secondary reinforcement. Application per cubic meter shall be @ 0.9kg to 1.8kg per cum of concrete. Fibermesh stealth e3 shall confirm to ASTM C 1116 type 111.4.106. Complete with all lead and lift and as directed by the Engineer in charge
15352.13
-
5692569.8
KSRRB M2200-6. 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 disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 . Complete with all lead and lift and as directed by the Engineer in charge
324.39
-
21817478.77
KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications. ii) Ordinary kilometre stone ( precast ) including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 . Complete with all lead and lift and as directed by the Engineer in charge
12
-
26623.44
KSRRB M800-2. Rctro-Reflectorised Traffic Signs :- Providing and fixing retro - reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 800.1.3 fixed over Aluminium sheeting, 1.5 rnrn thick supported in a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly desinged foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications MORTH Specification NO.80l i) 90 cm equilateral triangle – Type XI . Complete with all lead and lift and as directed by the Engineer in charge
4
-
14279.92
KSRRB M800-2. Rctro-Reflectorised Traffic Signs :- Providing and fixing retro - reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 800.1.3 fixed over Aluminium sheeting, 1.5 mm thick supported in a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly desinged foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications MORTH Specification NO.80l i) 60 cm equilateral triangle – Type XI . Complete with all lead and lift and as directed by the Engineer in charge
2
-
5092.32
KSRRB M800-2. Rctro-Reflectorised Traffic Signs :- Providing and fixing retro - reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 800.1.3 fixed over Aluminium sheeting, 1.5 mm thick supported in a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly desinged foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications MORTH Specification NO.80l i) 60 cm Circle – Type XI . Complete with all lead and lift and as directed by the Engineer in charge
30
-
94955.7
KSRRB M800-13. Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No.803 KSRRB 800-Kilometre Stone . Complete with all lead and lift and as directed by the Engineer in charge
4172
-
1843481.64
Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.1OxO.1Ox2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 1Omm dia main steel bars and 8mm dia stirups. The board shall be provided with 12mm thick cement plaster in cement mortar 1 :3 on both the sides. The poles shall be embedded in the ground for a depth of0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and atthe place indicated by the Engineer incharge of the work. The cost includes excavation, bare cost of all materials, cost of steel, centering, transportation charges, fixing charges, labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. . Complete with all lead and lift and as directed by the Engineer in charge
2
-
11330
KSRRB M800-3: Direction and Place Identification Signs upto 0.9 sqm size Board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting vide clause 800.1.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on amild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 x 45 x 60mm , 60cm below ground level as per approved drawing complete as per specificatios.MORTH Specification No. 801. Complete with all lead and lift and as directed by the Engineer in charge
2.43
-
17885.72
KSRB 14.6-2 :Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS. Complete with all lead and lift and as directed by the Engineer in charge
11092.5
-
12716331.08
KSRRB M1200-49.1. Cast-in-Situ Cement Concrete M 20 Kerb with Channel. Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M-10 grade foundation 150 mm thick, kerb channel laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 400.8 complete as per specifications. A. Using Concrete Mixer MORTH Specification No.408. Complete with all lead and lift and as directed by the Engineer in charge
2230
-
1497578.8
Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8 mm dia stirrups at 20 cm c/c fixed 0.90 m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting to exposed faces in alternate black and white strips and painting with reflective paint on top of guard stone with a width of 10 cm including cost of all materials, labour, hire charge of machineries complete. . Complete with all lead and lift and as directed by the Engineer in charge
50
-
127514
KSRRB M200-15.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. iii) Dismantling Stone Masonry.B. Rubble stone masonry in cement mortar. MORTH Specification No. 202. Complete with all lead and lift and as directed by the Engineer in charge
133.95
-
48426.94
KSRRB M200-12.1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications.(C).Prestressed cement concrete grade M20 and above. MORTH Specification No. 202. Complete with all lead and lift and as directed by the Engineer in charge
21.77
-
35630.31
Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing, including cost of materials, labour, HOM complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300, 1200 mm. Complete with all lead and lift and as directed by the Engineer in charge-1200 mm dia
40
-
347233.6
Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials,machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m. Complete with all lead and lift and as directed by the Engineer in charge
77.74
-
19617.69
Excavation in soft rock requiring blasting including boulders upto 0.60m dia (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour etc., . Complete with all lead and lift and as directed by the Engineer in charge
52.72
-
19277.07
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc., . Complete with all lead and lift and as directed by the Engineer in charge
22
-
144259.06
Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, etc., . Complete with all lead and lift and as directed by the Engineer in charge
5300
-
330296
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm )grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing,placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). Complete with all lead and lift and as directed by the Engineer in charge
97.86
-
763119.13
KSRRB M 2300-3.2. Furnishing and placing Reinforced/Prestressed cement concrete in super - structure as per drawing & Technical Specification complete as per specifications. B. RCC - with OPC cement design mix M-25 @ 340 kgs, with 20mm and down size graded granite metal coarse aggregate @ 0.70 cum and fine aggregate @ 0.47 cum, with superplastisiser @ 3 ltrs confirming to IS 9103-1999 Reaffirmed-2008. Case- I Using Concrete Mixer MORTH Specification No. 1500, 1600 & 1700 - Height upto 5 m. . Complete with all lead and lift and as directed by the Engineer in charge
54.44
-
396953.62
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for substructureworks including cost of all materials, machinery, labour,formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content : 270 kg / cum with use of super plasticiser ). Complete with all lead and lift and as directed by the Engineer in charge
9.23
-
72341.6
Providing rubble/ boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming etc., complete with lead upto 50 m and lift upto 1.5 m... Complete with all lead and lift and as directed by the Engineer in charge
22.82
-
54969.73
Earthwork in excavation for foundation of structures like culverts, retaining walls etc., as per drawing and technical specifications, including setting out, construction of shoring and bracing, dressing of sides and bottom,back filling with approved material, disposal of balance earth as per specifications,including cost of labour, HOM etc., complete -do- in all kinds of soil by mechanical means. . Complete with all lead and lift and as directed by the Engineer in charge
582.6
-
27003.51
KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing complete as per specifications. MORTH Specification No. 408. Complete with all lead and lift and as directed by the Engineer in charge
261.74
-
1181245.71
Providing and laying in position Plain / Reinforced Cement Concrete M20 for sub structure / Super structure works with cement @320 kgs, 20mm and down size graded granite metal coarse aggregate @0.69 cum and fine aggregates @0.46cum machine mixed with superplastisiser @3lts confirming to IS9103-2008, concrete laid in layers, well compacted and providing weep holes where ever necessary with necessary scaffolding, form work etc.,including cost of labour,HOM curing etc., Complete . Complete with all lead and lift and as directed by the Engineer in charge
222.4
-
1213532.27
Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST & H Specification No.1000 / 2300. Complete with all lead and lift and as directed by the Engineer in charge
40
-
226682.4
KSRRB M2200-8.1. Back filling behind abutement, wing wall and return wall complete as per drawing and Technical Specification complete as per specifications. A. Granular material MORTH Specification No.710.1.4 of IRC:78 & 2200 . Complete with all lead and lift and as directed by the Engineer in charge
1399.265
-
1004546.34
Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 10cm . Complete with all lead and lift and as directed by the Engineer in charge
612
-
4432691.52
Solid slab super structure KSRRB M2300-1.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. A. RCC - with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed- 2008. Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 - Height upto 5 m. Complete with all lead and lift and as directed by the Engineer in charge
51.84
-
352600.65
KSRB 2-1.1 : 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. Complete with all lead and lift and as directed by the Engineer in charge
5100
-
1307997
KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m. after breaking of clods complete as per specifications.Specification No. KBS 2.1(a) / 2.3.5 . Complete with all lead and lift and as directed by the Engineer in charge
648
-
199564.56
KSRB-4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.85cum and fine aggregates @ 0.57cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost all materials, labour, HOM of machinery, curing complete as per specifications. . Complete with all lead and lift and as directed by the Engineer in charge
72
-
391890.96
KSRB-5.1.2: Providing and constructing granite / trap / basalt rubble stone masonry in foundation with cement mortar 1:8 (uncoursed), bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. . Complete with all lead and lift and as directed by the Engineer in charge
432
-
1582277.76
KSRB-5.3-3: 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 two m. apart in each course including cost of materials, labour, curing complete as per specifications. . Complete with all lead and lift and as directed by the Engineer in charge
216
-
1457244
KSRB-4-1.6 : Providing and laying in position plain cement concrete of mix 1:2:4 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregates @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost all materials, labour, HOM of machinery, curing complete as per specifications. specification No. KBS 4.1, 4.2 . Complete with all lead and lift and as directed by the Engineer in charge
54
-
318880.8
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 if 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 . Complete with all lead and lift and as directed by the Engineer in charge
799.2
-
707108.18
Providing chain link fencing 50mm size of 8 guage properly stretched between 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.. Complete with all lead and lift and as directed by the Engineer in charge
1600
-
1178320
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. . Complete with all lead and lift and as directed by the Engineer in charge
1600
-
672384
KSRB 15.3.10: Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.. Complete with all lead and lift and as directed by the Engineer in charge
960
-
286752
KSRB 15.1.3 Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications.. Complete with all lead and lift and as directed by the Engineer in charge
960
-
140409.6
KSRB 15-16.1 : 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.. Complete with all lead and lift and as directed by the Engineer in charge
1320
-
121004.4
KSRB 2.3 : Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5m. including cost of all labour complete as per specifications.. Complete with all lead and lift and as directed by the Engineer in charge
72
-
14906.16
Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mmx50mm 14 guage M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mmx6mm and 16x16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members as shown inthe drawing etc., complete. All the steel surface should be thorougly cleaned free of rust and painted with anti corrosive paint (shop paint) etc., complete. The work includes cost of materials, labour charges for all items of work, hire charges fo welding, cutting and grinding equipment, and electrically charges, with lead and lift, loading and unloading charges, etc., complete as per specification. . Complete with all lead and lift and as directed by the Engineer in charge
28.8
-
89347.97
KSRRB 200-2 Cutting of trees girth from 600mm to 900mm including cutting of trunks, branches and removal of stumps , roots, stacking of serviceable materials earth filling in the depressions / pit, labour charges complete as per specifications. MORTH Specification clause 201/ chapter 2.
3
-
2848.98
KSRRB 200-3 Cutting of trees girth from 900mm to 1800mm including cutting of trunks, branches and removal of stumps , roots, stacking of serviceable materials earth filling in the depressions / pit, labour charges complete as per specifications. MORTH Specification clause 201/ chapter 2.
1
-
2310.29
KSRRB 200-4. Cutting of trees girth from 1800mm to 2700mm including cutting of trunks, branches and removal of stumps stacking of serviceable materials earth filling in the depressions / pit, labour charges complete as per specifications. MORTH Specification clause 201/ chapter 2.
3
-
10781.01
KSRRB M200 -11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications. II. By Mechanical Means: A. In area of light jungle. MORTH Specification No. 201.
6.96
-
132809.19
KSRRB M200-12.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T & P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i) Lime / Cement Concrete. I. By Manual Means: A. cement concrete grade M-10 . MORTH Specification No. 202
235.84
-
110283.5
KSRRB M200-12.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T & P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i) Lime / Cement Concrete. I. By Mechanical Means: A. cement concrete grade M-15-a& m 20 and below. MORTH Specification No. 202.
503.12
-
202103.3
KSRRB M200-29. Dismantling of barbed wire fencing / wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled materials with all lifts and stacking serviceable material and unserviceable material separately complete as per specifications. MORTH Specification No. 202
205.16
-
13946.78
KSRRB 300-14. Excavation in soil using hydraulic excavator CK 90 and tippers with disposal. Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, with all lead and lift etc.,complete, as per the specification with MORTH Specification No 301.
1050.96
-
44382.04
KSRRB M300-16.1. Excavation in hard rock (blasting prohibited)Excavation for road way in hard rock (blasting prohibited) with rock brakers including breaking rock, loading in tippers and disposal with all lead and lift etc.., trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections complete as per specifications A mechanised . MORTH Specification No. 301.
700.64
-
269178.88
KSRRB M21 00-5.1. Earth work excavation in marshy soil for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications MORTH Specification No. 304 ii) Mechanical Means upto3 m depth
1700.22
-
253927.86
KSRRB M2100-3.2. Earthwork in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. for ordinary rock (not required blasting ) A. 0 to 3 m depth by Mechanical Means Specification No. 304
226.58
-
14002.64
KSRRB M2100-4.2. Earth work excavation in hard rock without blasting for foundation of bridges and allied works as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304 i) 0 m to 3m depth by mechanical means
379.9
-
184300.89
KSRB 2.2.7: Benching hard rock 5 to 7.5 cm depth for seating of founation, including cost of all labour complete as per specifications. KBS 2.1(a)/2.3.1
302.1
-
682069.3
Providing and fixing 3m long 25mm dia TMT dowel bars 1.5m inserted in 50 mm dia holes drilled in hard rock and grouting in CM 1:1 including necessary bending, hooking, cutting and handling charges complete, including the cost of steel, (MORTH clause 1200).
208
-
355638.4
KSRRB M2100-13. Providing and laying Plain/Reinforced Cement Concrete of mix 1:2:4 w•th OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
132.63
-
728289.9
KSRRB M2700-6. PCC M15 Grade leveling course below approach slab complete as per drawing and technical specification complete as per specifications. MORTH Specification No.2700
13.88
-
78944.72
KSRRB M21 00-19.2. Providing and laying Plain/Reinforced Cement Concrete in Open Foundation with OPC design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates@ 0.46cum, with superplasticizer @31ts confirming to IS91 03-1999 Reaffirmed-2008 complete as per Drawing and Technical Specifications including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications.MORTH Specification No. 1500,1700 & 2100
1118.85
-
6321916.47
KSRRB M1100-13. Providing and Placing un-coated TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position of lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (Flats, hooks & wastage shall not be measured and paid) including cast of materials, labours, HOM complete as per specifications. MORTH Specification No.1600 & 2200. TMT bars Fe 500.
185.04
-
12401007.02
Diversion of water course by providing Coffer dams or bunds or islands as may be necessary for piers and abutments foundations, bailing out or pumping water during excavation and until completion etc., complete. - - beyond 4.50 mtrs depth upto & including 6.00m depth.
5040
-
3369088.8
Providing and constructing one span service road to reach island location from one pier to another pier location of span length 30mtr , width of service road 10mtr depth of water 4mtr and ht of road 4.5 mtr in 1:2 slope using front end loader, transporting the material by tipper , compacting earth. placing sand bags for protection of earthern slopes , including cost of all material labour, lead, lift , loading , unloading, transporting hire charges of machineries etc; complete as per the directions of eng-in-charge of work, and in accordance with MoSRT&H Technical Specification Clause 1200
50
-
1049331
KSRRB M2200-5.15. Providing and laying Design mix M30 with OPC @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to JS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. i) Upto 5m height,
331.95
-
1990863.49
KSRRB M2200-5.15. Providing and laying Design mix M30 with OPC @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to JS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications.ii) For height 5m to 10m
317.72
-
2139831.49
KSRRB M2200-5.15. Providing and laying Design mix M30 with OPC @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to JS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. ii) above 10 mtr
23.15
-
164450.66
KSRRB M2200-5.19. Providing and laying Design mix M35 with OPC @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to JS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. ii) For height 5m to 10m
229.68
-
1591693.88
KSRRB M2200-8. Providing weep holes in brick masonry/ plain/ reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing force. complete as per drawing and technical specifications complete as per specifications. MORTH specification No.2706 & 2200
452
-
68437.32
KSRRB M2200- Filter Media KSRRB M2200-9. 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 including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2504.2.2
519.58
-
1119035.03
KSRRB M2200-15. Supplying, fitting and fixing in position true to line and level POT-PTTE bearing consisting of a metal position supported bya disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTTE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements to be as per IRC : 83 part-I & II respectively and other parts conforming to BS : 5400, section 9.1 & 9.2 and clause 2000.6 of MORTH specifications complete as per drawing and approved Technical Specifications complete as per specifications. MORTH Specification No. 2000 & 2200
6400
-
2392896
KSRRB M2300-11.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. RCC with OPC cement design mix M40 @ 440 kgs, with 20mm and down size graded granite metal coarse aggregates @0.67cum and fine aggregates @ 0.44 cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. for for solid slab super structure Case -II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No.1500, 1600 & 1700 for height 10 to 15 mtr
484.05
-
3440245
Providing and fixing Structural steel IRC 24-2010 standard specification and code of practice for road bridges including cost of all materials, machineries, cutting, bending, welding, labour, finishing, cleaning applying one coat of zinc epoxy primer including grit blasting including 2coats of 150M Sprayed zinc /aluminum anti corrosive paint followed by suitable sealer as IRC 24-2010 complete as per specification SP-38 with all lead and lifts etc., complete except lead for steel as per the direction of Engineer in charge of work including fabrication of all steel members as per drawing complete
850.5
-
76053436.52
Providing and fixing PFEIFER tension rod system 860 with max length of 15m and minimum length of 5 mtr using with nominal size of M70 S 460 (nominal dia) , the component of the PFEIFER tension rod connecting system are forks and spades , pins,turnbuckle, coupler, cross turnbuckles, lock covers and anchor plate . All the component are tested and approved for vibration , fatigue, temperasture ,corrosion resistance. colour changes at the suppliers end as per manufacturers specification or equivalent
1
-
11810265
KSRRB M2300-14.Supplying, filling and placing TMT bar reinforcement in super structure complete as per drawing and technical specifications complete as per specifications. MORTH Specification No.1600 TMT bars Fe 500.
82.96
-
5713875.81
KSRRB M2100-15.2. Providing and laying Plain /Reinforcement Cement Concrete M20 with OPC @ 320 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplasticizer @31ts confirming to lS9103-1999 Reaffirmed-2008 in Open Foundation complete as per Drawing and Technical Specifications including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. MORTH Specification No. 1500,1700 & 21 00
727.02
-
3912341.81
KSRRB M2200-5.9. Providing and laying Design mix M20 with OPC @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @31ts confirming to IS91 03-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. i) Upto 5 m height.
1592.32
-
9098564.25
KSRRB M2700-7. Reinforced cement concrete M30 approach slab including reinforcement @ 50 Kg/cum and formwork complete as per drawing and technical specification complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704
26.25
-
266049
KSRRB M2600-9. Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installation complete as per specifications. MORTH Specification No.2607
25
-
358929.25
KSRRB M2600-10. Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installation complete as per specifications. MORTH Specification No.2600
25
-
160525.5
KSRRB M2600-6. Providing and laying of asphaltic plug joint to provide for horizontal movement of 25mm and vertical movement of 2mm, depth of joint varying from 75mm to 100mm, width varying from 500mm to 750mm(in traffic direction), covered with a closure plate of 200mmx6mm of wieldable structural steel conforming to IS:2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications, complete as per specifications. MORTH Specification No.2600
25
-
27835.75
KSRRB M2700-5. Drainage Spouts using 100mm class 'B' GI pipe as per drawing and technical specification including clamps and nuts etc.., complete as per specifications. MORTH Specification No.2705
60
-
95913.6
KSRRB M2700-3. Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications complete as per specifications. MORTH Specification No. 2703, 1500, 1600 & 1700.
322
-
567801.92
KSRRB M2300-5.1. Providing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. C. RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @31ts confirming to IS91 03-1999 Reaffirmed-2008, including cost of materials, labour, HOM, curing, form works, scaffolding and centering complete as per specifications.MORTH Specification No. 1500,1600 & 1700
48.83
-
351500.8
KSRRB M2700-1. Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirement given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surface is not less than 100 deg.C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 5100.5 complete, as per specifications. MoSRT&H Specification No. 515 & 2702.
1207.5
-
389285.92
KSRRB M500-19. Providing and laying bituminous concrete 30 to 45 mm thick with hot mix plant, using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher with mechanical control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause NO.500.9 complete in aspects as per specifications. Using 40/60 TPH capacity with mechanical paver Gr -II 30-45mm (Grading II) with 5.4% Bitumen VG - 30. Clause 507 of MORTH V Revision
60.39
-
515154.48
KSRRB M500 -7.Providing and applying Tack coat using 80/100 grade Bitumen (VG10) on the prepared black topped at 2.5kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials , labour, HOM of macineries complete as per specification .MORTH chapter V revision
1207.5
-
17412.15
KSRRB M2500-3. Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification. MORTH Specification No.2504
105.75
-
255096.5
KSRRB M2500-4.1. Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. Complete A. Stone/Boulder. MORTH Specification No. 2504
211.49
-
351367.37
Providing and fixing in position horizontal of PVC pipe of 110 mm dia.,2.5Kgf/sqcm for service duct in footpath including cost of all material , labour , loading , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.
351.6
-
187346.54
KSRRB M800-13.Road marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No.803
62
-
27395.94
KSRRB M2700-12. Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescene and applying paint at of 1 litre for 2 sqm, complete as per specifications. MORTH Specification No.800
3652.05
-
248266.36
KSRRB M800-1. Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications, MORTH Chapter 8
2332.8
-
192222.72
Erection of all Structural steel members for Bow strings and deck level; structural members including bracings, beams and main girders etc., Complete as per drawing and specification as per SP-38 (S&T) -1987
850.5
-
29767500
KSRRB M2500-1.1. Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification No. 2503
100.63
-
167185.68
KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304 (i) 0 m to 3m depth by mechanical means
3646.79
-
206590.65
KSRRB M2100-13. Providing and laying Plain/Reinforced Cement Concrete of mix 1:2:4 w•th OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
295.97
-
1625212.71
KSRRB M2200-5.16 Design mix M30 with 43 grade cement @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, with superplastisisier @ 3 Lts confirming to IS9103-1999 reaffirmed-2008, g)RCC Grade M-30 i) upto 5m height
305.4
-
1831630.39
KSRRB M2200-8. Providing weep holes in brick masonry/ plain/ reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing force. complete as per drawing and technical specifications complete as per specifications. MORTH specification No.2706 & 2200
1176
-
178058.16
KSRRB M2500-3. Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification. MORTH Specification No.2504
365.31
-
881222.7
Providing and laying live sods for turfing on embankment. Slopes, verges or other locations over 20mm thick sand backing including cost of all materials, machinery and labour and including the surface preparation, spreading sand, tamping, watering for 15days. complete with all lead and lifts.
614.75
-
70284.37
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements