Karnataka Industrial Areas Development Board 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.
Karnataka Industrial Areas Development Board - KIADB Tender
Civil And Construction
Drainage Work
Opening Date22 Oct 2021
Closing Date17 Nov 2021
Tender Amount₹ 29,60,80,671
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
IADB/ENGG/ETND-EP-26/8793/2021-22Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-26/8793/2021-22Tender Authority
Karnataka Industrial Areas Development Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301 with all lead and lift etc, as per specification and as directed by the Engineer in charge
8576.83
-
3295132.32
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KSRRB M300-59.2. Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment / subgrade, 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 / subgrade including HOM construction, labour etc. complete as per specifications. MORTH Specification No. 305.3.4 with all lead and lift etc, as per specification and as directed by the Engineer in charge
69007
-
1634775.83
... More
KSRRB M300-54.Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete asper specifications. Which includes, watering charges & compaction by vibratory roller) MORTH Specification No.305 with all lead and lift etc, as per specification and as directed by the Engineer in charge
52512
-
5138299.2
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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 roller to 97% of modified proctors density) MORTH Specification No. 305 with all lead and lift etc, as per specification and as directed by the Engineer in charge
26893.25
-
9667316.58
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KSRRB M400-6.1 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 by mix in place method by rotavator at OMC, 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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
14124.86
-
27380476.12
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KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No.406 with all lead and lift etc, as per specification and as directed by the Engineer in charge
13346.57
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25954273.88
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KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. Clause 502 of MORTH V revision with all lead and lift etc, as per specification and as directed by the Engineer in charge
51943.5
-
1712057.76
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KSRRB 500-9. Providing and applying tack coat using 80/100 grade bitumen(VG10) on granular base such as WBM surfaces hot bitumen primed at 4 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM complete as per specifications. Clause 503 of MORTH V revision with all lead and lift etc, as per specification and as directed by the Engineer in charge
38823.75
-
799769.25
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KSRRB M500-17. Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with VG30 grade bituminous binder and, transporting the hot mix to work site, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 505 of MORTH V revision 120 TPH capacity Asphalt batch mix plant with sensor paver Gr -II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen with all lead and lift etc, as per specification and as directed by the Engineer in charge
4551.75
-
33099415.65
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KSRRB M500-19. Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision 120 TPH capacity Asphalt batch mix plant with sensor paverGr-11 (30 mm to 40 mm) with 5.4% VG-30 Bitumen with all lead and lift etc, as per specification and as directed by the Engineer in charge
2077.74
-
17454428.86
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KSRRB M1200--49.2. Cast-in-Situ Cement Concrete M20 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 M1 0 grade foundation 150 mm thick, kerb channel laid with kerb laying machine, foundation concrete laid manually, including cost of all materials, labour, HOM, form works, scaffolding & centering complete as per specifications. all complete as per Clause 400.8 complete as per specifications. B. Using Concrete Batching and Mixing Plant MORTH Specification No.408 with all lead and lift etc, as per specification and as directed by the Engineer in charge
3430
-
1872437
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KSRB 2.3: Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 ems. in depth, compacting each deposited layer by ramming after watering including cost of all labour complete as per specifications. Specification. No. KBS 2.9 with all lead and lift etc, as per specification and as directed by the Engineer in charge
628.75
-
130170.11
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KSRRB 800-1. 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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
1783.6
-
146968.64
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KSRRB M800-29.2. Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material overtop and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98- 1997 and approved drawings complete as per specifications. Case - II : Double row for two utility service with all lead and lift etc, as per specification and as directed by the Engineer in charge
2037
-
6695069.01
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Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per lRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.900 MM Equilateral triangle- TYPE XI with all lead and lift etc, as per specification and as directed by the Engineer in charge
30
-
106728.6
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KSRRB M800-13. Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/Concrete 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 standard specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No.803 with all lead and lift etc, as per specification and as directed by the Engineer in charge
2109
-
931903.83
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CONSTRUCTION OF RCC SIDE DRAINS & INSPECTION CHAMBERS : KSRRB M300-14. Excavation for roadwork in all types of soil by mechanical means including cutting and loading to tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportation and complete as per specifications. MORTH Specification No.301 with all lead and lift etc, as per specification and as directed by the Engineer in charge
18145.16
-
766270.11
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KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301 with all lead and lift etc, as per specification and as directed by the Engineer in charge
4536.29
-
1742797.26
... More
KSRRB M2100-13. Providing and laying Plain / Reinforced Cement Concrete of mix 1:2:4 with 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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
1415.02
-
7825541.71
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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 15cm with all lead and lift etc, as per specification and as directed by the Engineer in charge
5288.78
-
38147441.26
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe at 2kg/Sqm, fixing in position using addesive with necessary collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force. as per drawing including cost of all materials glue, labour, transportation, lead, lift, loading etc unloading complete MORTH Specification No.2706 & 2200 with all lead and lift etc, as per specification and as directed by the Engineer in charge
1564.5
-
398024.44
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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 design (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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
370.21
-
28831325.44
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KSRB 2.3: Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 ems. in depth, compacting each deposited layer by ramming after watering including cost of all labour complete as per specifications. Specification. No. KBS 2.9 with all lead and lift etc, as per specification and as directed by the Engineer in charge
2855.2
-
591112.06
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CONSTRUCTION OF SPUR CULVERT : KSRRB M2100-2.1. Earth workexcavation in all kinds of soils for foundation of structuresas per drawing and technical specifications, includingsetting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sidesand bottom and filling back with approved material including cost of all materials, labour, HOM complete asper specifications. MORTH Specification No. 304 -do- (i) 0m to 3m depth by mechanical means with all lead and lift etc, as per specification and as directed by the Engineer in charge
271.16
-
13964.74
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"KSRRB M21 00-3.2. Earth work excavation in all kinds of ordinary rock / soft rock not requiring blasting for foundation of bridges and allied works 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 (iv) 0 m to 3m depth by Mechanical means with all lead and lift etc, as per specification and as directed by the Engineer in charge
189.81
-
11730.26
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KSRRB M21 00-4.2. 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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
81.35
-
39465.33
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KSRRB M2100-13. Providing and laying Plain / Reinforced Cement Concrete of mix 1:2:4 with 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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
52.04
-
287798.89
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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 design (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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
21.91
-
1706313.55
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KSRRB M2200-5.12. Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications - i) Upto 5m height with all lead and lift etc, as per specification and as directed by the Engineer in charge
219.12
-
1286048.15
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe at 2kg/Sqm, fixing in position using addesive with necessary collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force. as per drawing including cost of all materials glue, labour, transportation, lead, lift, loading etc unloading complete MORTH Specification No.2706 & 2200 with all lead and lift etc, as per specification and as directed by the Engineer in charge
46.32
-
11784.27
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KSRB 2.3: Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 ems. in depth, compacting each deposited layer by ramming after watering including cost of all labour complete as per specifications. Specification. No. KBS 2.9 with all lead and lift etc, as per specification and as directed by the Engineer in charge
98.6
-
20413.16
... More
CONSTRUCTION OF RCC STORM WATER DRAIN : KSRRB M300-14. Excavation for roadwork in all types of soil by mechanical means including cutting and loading to tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportation and complete as per specifications. MORTH Specification No.301 with all lead and lift etc, as per specification and as directed by the Engineer in charge
2808
-
118581.84
... More
KSRRB M2100-13. Providing and laying Plain / Reinforced Cement Concrete of mix 1:2:4 with 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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
198
-
1095007.32
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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 15cm with all lead and lift etc, as per specification and as directed by the Engineer in charge
441
-
3180888.9
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe at 2kg/Sqm, fixing in position using addesive with necessary collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force. as per drawing including cost of all materials glue, labour, transportation, lead, lift, loading etc unloading complete MORTH Specification No.2706 & 2200 with all lead and lift etc, as per specification and as directed by the Engineer in charge
180
-
45793.8
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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 design (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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
44.1
-
3434433.03
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KSRB 2.3: Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 ems. in depth, compacting each deposited layer by ramming after watering including cost of all labour complete as per specifications. Specification. No. KBS 2.9 with all lead and lift etc, as per specification and as directed by the Engineer in charge
864
-
178873.92
... More
CONSTRUCTION OF BOX CULVERT : KSRRB M2100-2.1. Earth workexcavation in all kinds of soils for foundation of structuresas per drawing and technical specifications, includingsetting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sidesand bottom and filling back with approved material including cost of all materials, labour, HOM complete asper specifications. MORTH Specification No. 304 -do- (i) 0m to 3m depth by mechanical means with all lead and lift etc, as per specification and as directed by the Engineer in charge
1084.89
-
55871.84
... More
KSRRB M21 00-3.2. Earth work excavation in all kinds of ordinary rock / soft rock not requiring blasting for foundation of bridges and allied works 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 (iv) 0 m to 3m depth by Mechanical means with all lead and lift etc, as per specification and as directed by the Engineer in charge
759.42
-
46932.16
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KSRRB M21 00-4.2. 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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
325.47
-
157895.26
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KSRRB M2100-13. Providing and laying Plain / Reinforced Cement Concrete of mix 1:2:4 with 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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
186.02
-
1028753.85
... More
KSRRB M2200-5.12. Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications - i) Upto 5m height with all lead and lift etc, as per specification and as directed by the Engineer in charge
522.65
-
3067511.25
... More
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 design (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 with all lead and lift etc, as per specification and as directed by the Engineer in charge
62.72
-
4884526.98
... More
KSRRB M2200-9. Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2500.4.2.2. 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 abutement, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification complete.as per specifications including cost of materials labour HOM MORTH specification No.2504.2.2
109.87
-
236630.32
... More
KSRRB M2600-4. (iii) Providing and fixing in position 300 mm wide, 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 1 0 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and Technical Specification MORTH specification No. 2605 with all lead and lift etc, as per specification and as directed by the Engineer in charge
174.4
-
27842.96
... More
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe at 2kg/Sqm, fixing in position using addesive with necessary collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force. as per drawing including cost of all materials glue, labour, transportation, lead, lift, loading etc unloading complete MORTH Specification No.2706 & 2200 with all lead and lift etc, as per specification and as directed by the Engineer in charge
18.47
-
4698.95
... More
KSRB 2.3: Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 ems. in depth, compacting each deposited layer by ramming after watering including cost of all labour complete as per specifications. Specification. No. KBS 2.9 with all lead and lift etc, as per specification and as directed by the Engineer in charge
268.27
-
55539.94
... More
HDPE WATER SUPPLY PIPE LINE WORK: Earthwork in excavation for pipeline 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 100mm wherever necesary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. complete ( Depth upto 3m) in Ordinary / all soils/ Hard Soil with all lead and lift etc, as per specification and as directed by the Engineer in charge
3109.28
-
416332.59
... More
Earthwork in excavation for pipeline 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 100mm wherever necesary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. complete ( Depth upto 3m) in ordinary rock comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. boulders which do not require blasting having max dia in any direction of more than 300mm; found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin with all lead and lift etc, as per specification and as directed by the Engineer in charge
2072.85
-
371496.18
... More
Providing Murrum / Gravel bedding for the pipeline trenches including watering & consolidation by punners (In Black cotton soil & rock reaches) etc., complete with all lead and lift etc, as per specification and direction of Engineer in charge
1063
-
283576.51
... More
Supplying HDPE pipes conforming to IS 4984:2016 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard and guidelines including encasing the pipe around to a depth of not less than 15cm with soft gravel or selected earth available from the excavation etc., complete. giving hydraulic test as per relevant ISS with all lead & lift including testing and commissioning.The rate is exclusive of required specials and fittings etc.,complete(Contractor will make his own arrangement for procuring water for testing) PN 6.0 upto 110mm dia pipe coils shell be used.110 mm dia with all lead and lift etc, as per specification and as directed by the Engineer in charge
5315
-
1769948.15
... More
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness with vibro roller including disposing off the surplus earth with all lead and lift etc, as per specification and as directed by the Engineer in charge
4119.12
-
436997.44
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