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

Bridge Construction

Pipe Line Project

Bengaluru Urban, Karnataka

Opening Date26 May 2022

Closing Date20 Jun 2022

Tender Amount₹ 41,72,75,467

Notes

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Costs

EMD
₹ 41,73,000
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Tender Fee
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Description

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Tender Id
IADB/ENGG/ETND-EP-09/2677/2022-23
Bid Award Id
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Tender No
IADB/ENGG/ETND-EP-09/2677/2022-23
Tender Authority
Karnataka Industrial Areas Development Board View
Purchaser Address
-
Website
http://eproc.karnataka.gov.in

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Earth work is excavation for foundation of structures by Mechnical means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter, dressing of the sides and leveling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc, completed For 0.0 to 3.0 mtr. depth

Quantity43.57

Rate-

Amount 3790.59

For 3 to 6mtr depth

Quantity14.52

Rate-

Amount 1389.56

Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220 kgs,with 40 mm and down size graded granite metal course aggregates @ 0.892 Cum and fine aggregates @ 0.465 Cum machine mixed,concrete laid in layers not exceeding 15 cms.thick,well compacted in foundation and plinth, cost of all materials,labour,HOM of machinery,curing complete as per specifications.

Quantity2.9

Rate-

Amount 16051.93

Providing and laying vibrated cement concrete M-30 proportion for RCC work excluding cost of reinforcement with 10 mm to 12 mm ISI gauge of approved gradation and broken granite or trap or basalt or any oyher approved hard jelly including cost and conveyance of all materials including form work,centering,scaffolding,cement mortar plastering 1:3 proportion ,20 mm thick for inside with admixture of water proof compound of requisite proportion of approved quality including machine mixing,vibrating ,curing making construction joint whereever necessary and giving satisfactory water proof testing etc,(Exclusive of cost of steel and fabrication charges) For floor slab

Quantity3.77

Rate-

Amount 46324.63

For vertical side wall

Quantity12.34

Rate-

Amount 151630.22

Providing and laying cement concrete of design mix M-30 using clean graded granite or trap or basalt jelly 20mm and down size for RCC roof slab and canopies for all spans with steel or plank centering and shuttering including machine mixing,lifting,laying.vibrating,tamping,plastering to ceiling 12 mm thick in CM 1:3 curing etc.,complete(exclusive of cost of steel and fabrication charges) for Roof Slab

Quantity1.32

Rate-

Amount 26403.56

Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position,lapping and /or welding whereever required,tying with binding wire and anchoring to the adjoining members whereever necessary complete as per design(laps,hooks and wastage shall not be measured and paid)cost of materials,labour,HOM of machinery complete as per specifications.

Quantity1.64

Rate-

Amount 96645.2

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 50 m. and lift upto 1.5m including cost of all labour complete as per specifications.

Quantity28.72

Rate-

Amount 5772.72

Providing and fixing of PVC encapsulated MS rungs at 300 mm centre to centre, as per specification ,drawing and as directed by the Engineer.

Quantity15

Rate-

Amount 2700

Supplying and fixing 600 mm dia heavy duty SFRC frame and cover confirming to IS:12592(part-I) 1988 and IS 2592 (Part-II) -1991 with latest amendment,including cutting slabs to the required size for the opening and fixing the cover in C.C.1:2:4 and C.M.1:3 plastering 20 mm thick to all exposed faces,curing for 10 days with all lead and lift etc.complete.

Quantity1

Rate-

Amount 2079

Providing and fixing screens for the intake openings with all fixtures, lead and lift etc.,complete as per the drawing and direction of Engineer In-Charge.

Quantity1

Rate-

Amount 20000

Inspection Chamber Type 1(3 Nos):Earth work is excavation for foundation of structures by Mechnical means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter, dressing of the sides and leveling the bottum of trench to the extent required, utilising the available excavated earth locally for the work etc, completed 0.0 to 3.0 mtr. Depth

Quantity397.65

Rate-

Amount 34595.55

3.0 to 4.0 mtr. Depth

Quantity132.54

Rate-

Amount 12684.08

4.0 to 5.0 mtr. Depth

Quantity99.57

Rate-

Amount 10481.73

-do- in hard rock by Mechanical means For 5 to 6 mtr depth

Quantity59.49

Rate-

Amount 53605.84

For 6 to 7 mtr depth

Quantity37.47

Rate-

Amount 37140.26

For 7 to 8 mtr depth

Quantity37.47

Rate-

Amount 40854.29

Quantity5.46

Rate-

Amount 30221.92

Quantity8.49

Rate-

Amount 104322.57

For vertical side wall

Quantity29.04

Rate-

Amount 356834.81

Providing and laying cement concrete of design mis M-30 using clean graded granite or trap or basalt jelly 20mm and down size for RCC roof slab and canopies for all spans with steel or plank centering and shuttering including machine mixing,lifting,laying.vibrating,tamping,plastering to ceiling 12 mm thick in CM 1:3 curing etc.,complete(exclusive of cost of steel and fabrication charges) For Roof Slab

Quantity2.52

Rate-

Amount 50406.8

Quantity4.81

Rate-

Amount 283467.73

Quantity624.54

Rate-

Amount 125532.54

Providing and fixing of PVC encapsulated MS rungs at 300 mm centre to centre, as per specification ,drawing and as directed by the Engineer.

Quantity69

Rate-

Amount 12420

Quantity3

Rate-

Amount 6237

Inspection Chanmber Type 2 (2 Nos): Earth work is excavation for foundation of structures by Mechnical means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter, dressing of the sides and leveling the bottum of trench to the extent required, utilising the available excavated earth locally for the work etc, completed For 0.0 to 3.0 mtr. Depth

Quantity265.94

Rate-

Amount 23136.78

3.0 to 4.0 mtr. Depth

Quantity265.94

Rate-

Amount 25450.46

4.0 to 5.0 mtr. Depth

Quantity105.64

Rate-

Amount 11120.72

-do- in hard rock by Mechanical means For 5 to 6 mtr depth

Quantity70.92

Rate-

Amount 63905.3

For 6 to 7 mtr depth

Quantity44.06

Rate-

Amount 43672.27

For 7 to 8 mtr depth

Quantity24.04

Rate-

Amount 26211.29

For 8 to 8.6 mtr depth

Quantity14.42

Rate-

Amount 17294.63

Quantity3.84

Rate-

Amount 21254.98

Quantity6.44

Rate-

Amount 79132.79

For vertical side wall

Quantity36.86

Rate-

Amount 452924.62

Quantity2

Rate-

Amount 40005.4

Quantity5.44

Rate-

Amount 320579.2

Quantity681.3

Rate-

Amount 136941.3

Providing and fixing of PVC encapsulated MS rungs at 300 mm centre to centre, as per specification ,drawing and as directed by the Engineer.

Quantity56

Rate-

Amount 10080

Quantity2

Rate-

Amount 4158

Intake Pipe: Earthwork excavation by manual means for pipeline trenches (except building works ) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100mtrs wherever necessary as directed in the following strata. For 0.0 to 3.0 mtr. Depth

Quantity17533.8

Rate-

Amount 1525440.6

3.0 to 4.0 mtr. Depth

Quantity5844.6

Rate-

Amount 559328.22

4 to 5 mtr Depth

Quantity4698.6

Rate-

Amount 494621.62

-do- in hard rock by mechanical means For 5 to 6 mtr depth

Quantity1146

Rate-

Amount 1032649.14

For 6 to 7 mtr depth

Quantity1146

Rate-

Amount 1135915.2

For 7 to 8 mtr depth

Quantity1146

Rate-

Amount 1249506.72

Providing course sand bedding for pipe line trenches including watering and consolidation by punners etc.,complete with all lead and lift complete as per specifications and as directed by the Engineer.

Quantity257.85

Rate-

Amount 436540.05

Supplying S & S RCC spun pipes NP-4 class conforming to IS 458:1988 with latest amendments and conveying to worksite,rolling and lowering in to trenches,laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials(excluding cost of specials)including perfect linking of joints with jack to correct position including cost of joining materials ie.,rubber rings confirming to IS for S&S RCC pipes with all lead and lift & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing and commissioning (contractor will make his own arrangements for procuring water for testing) For 900 mm dia

Quantity1146

Rate-

Amount 8095344

Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms.,thickness including disposing off the surplus earth with all lead and lift.

Quantity34431.59

Rate-

Amount 3546453.77

Jackwell cum Pumphouse: Diversion of water Course by providing coffer dams or ring bunds or islands as may be necessary for intakewell. Connecting pipeline jackwell etc., for foundation bailing out by pumping water during excavation and untillcompletion of foundation and dismantling of coffer dam or island after completion of work etc., complete For Jackwell (Coffer dam height up to 2m is considered) For 0 to 2.0 m ht.

Quantity720

Rate-

Amount 399600

Earth work is excavation for foundation of structures by Mechnical means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter, dressing of the sides and leveling the bottum of trench to the extent required, utilising the available excavated earth locally for the work etc, completed 0 to 3m

Quantity952.05

Rate-

Amount 82828.35

3.0 to 4.0 mtr. Depth

Quantity317.35

Rate-

Amount 30370.4

4.0 to 5.0 mtr. Depth

Quantity286.56

Rate-

Amount 30166.17

5.0 to 6.0 mtr. Depth

Quantity286.56

Rate-

Amount 32977.32

6.0 to 7.0 mtr. Depth

Quantity286.56

Rate-

Amount 36502.01

7.0 to 8.0 mtr. Depth

Quantity286.56

Rate-

Amount 40149.92

8.0 to 9.0 mtr. Depth

Quantity286.56

Rate-

Amount 44167.49

-do- in hard rock by mechanical means For 9 to 10 mtr depth

Quantity216.65

Rate-

Amount 285822.01

For 10 to 11 mtr depth

Quantity179.89

Rate-

Amount 261058.17

For 11 to 12 mtr depth

Quantity179.89

Rate-

Amount 287163.8

For 12 to 13mtr depth

Quantity145.48

Rate-

Amount 255457.06

Quantity26.96

Rate-

Amount 149712.92

Providing and laying vibrated cement concrete M-30 proportion for RCC work excluding cost of reinforcement with 10 mm to 12 mm ISI gauge of approved gradation and broken granite or trap or basalt or any other approved hard jelly including cost and conveyance of all materials including form work,centering,scaffolding,cement mortar plastering 1:3 proportion ,20 mm thick for inside with admixture of water proof compound of requisite proportion of approved quality including machine mixing,vibrating ,curing making construction joint whereever necessary and giving satisfactory water proof testing etc,(Exclusive of cost of steel and fabrication charges) For floor slab & platforms

Quantity127.67

Rate-

Amount 1568770.66

For vertical side wall

Quantity451.43

Rate-

Amount 5547036.41

Providing and laying vibrated cement concrete M-25 proportion for RCC work excluding cost of reinforcement with 10 mm to 12 mm ISI gauge of approved gradation and broken granite or trap or basalt or any oyher approved hard jelly including cost and conveyance of all materials including form work,centering,scaffolding,cement mortar plastering 1:3 proportion ,20 mm thick for inside with admixture of water proof compound of requisite proportion of approved quality including machine mixing,vibrating ,curing making construction joint whereever necessary and giving satisfactory water proof testing etc,(Exclusive of cost of steel and fabrication charges) For pump House vertical side wall

Quantity44.94

Rate-

Amount 275533.88

For Walkway Slab & Sunshade

Quantity8.29

Rate-

Amount 52758.8

Providing and laying cement concrete of mix M-25 using clean graded granite or trap or basalty jelly 20 mm and down size for RCC roof slab and canopies for all spans with steel or plank centering and shuttering including machine mixing,lifting,laying and vibrating,tamping, plastering to ceiling 12 mm thick CM 1:3 curing etc.,complete (Exclusive of cost of steel and fabrication charges) For Roof Slab & Roof beam

Quantity13.21

Rate-

Amount 84070.42

Quantity77.47

Rate-

Amount 4565539.51

Providing and fixing pull and push type rolling shutters of approved make out of 18 guage,75mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arragements for steel laths by means of alternate clips, suspension shaft with High tension coil type springs two numberts, mounted on specially designed pipe shaft,with bracket plates,guide channels,ball bearing arrangements,for inside &outside locking with push & pull operations complete including pulling hooks,4 Nos.handles with all fittings and accessories,painted with a coat of red lead paint cost of materials, labour, HOM of machinery complete as per specifications

Quantity12

Rate-

Amount 31284

Providing and fixing inposition aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85X31.75mm. With 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmX18mm, 1.25mm. thick 0.417 kg/m; shutter outer side 40mmX18mm, 1.25mm. thick weight 0.417kg/m, shutter interlock section 40mmX26.7mm, 1.1mm thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with approved quality of fxitures such as aluminimum handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminium sections inlcluding cutting to required length, joints mitred subdividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may e with ecessary steel screwes, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any Specification No. KBS. -do- using aluminium section anodized to 12 - 15 microns For Windows & Ventilators

Quantity19.5

Rate-

Amount 83187

Providing and applying painting in two coats with plastic emulsion paint with primer of approved brand on wall surface to give an even approved shade after thoroughly brushing the surface, free from mortar drops and other foriegn matter including preparing the surface even and sand paper smooth, including primer,cost of materials, labours. complete as per specification For Inside pump house wall & Beams

Quantity227.28

Rate-

Amount 20455.2

For Ceiling

Quantity56.75

Rate-

Amount 5391.25

Providing and finishing external walls in two coats with water proof cement paint with primer of approved brand and shade to give an even shade with primer after thoroughly brooming the surface, to remove all dirts and loose powdered material, free from mortar drops and other foreign matter cost of materials, labours. complete as per specification. For External wall above ground level, Parapet, Walkway slab including Deductions.

Quantity713.11

Rate-

Amount 72737.22

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade I (fibre base self finished bitumen felt) six and final courses of stone grit 6mm and down size or pea sized gravel spread at 6cu.dm per sqm including preparation of surface, excluding grading, complete for Terrace Area

Quantity59.45

Rate-

Amount 24433.95

Filling alround the well behind steining with available excavated rubble or earth(obtained from the well excavation) including watering, consolidation and compacting etc.., as directed and hand packing wherever necessary without causing damage to well steining with all lead and lift etc., complete.

Quantity2479.96

Rate-

Amount 153757.52

Providing and fixing to wall ,ceiling,floor,low density polyethylene pipes 6 kgf/sq.cm working pressure 110 mm outside diameter with special flange ,compression type fittings,wall clips,making good the wall,ceiling and floor including cost of all the materials,labour charges,HOM of equipments and testing complete as per specifications.

Quantity96

Rate-

Amount 43200

Supplying & fixing 40 mm G.I medium duty pipes hand railing fixed to 1:2:4 vibrated R.C.C. post of size 100 x 150 mm at top and 150 x 150 mm at bottom placed at 2mtr. Intervals for a height of 750 mm including curing, painting G.I pipes with two coats of anticorrosive steel paint over a primer coat with all lead and lift etc., complete. For walkway at floor level & parapet at roof level

Quantity64.1

Rate-

Amount 58395.1

Supplying and fixing lightening arrestor af alluminium strip 25 mm x 3 mm size including final and grounding, alluminium strip is to be embeded in one of the columns in an independent GI conduit of 40 mm dia pipe suitably jointed by collars with specials with all lead and lifts etc ., complete.

Quantity1

Rate-

Amount 13601

Providing and fixing M.S ladder between landing 45 cms. Wide using angle iron of size 65 mm x 65mm x 8 mm 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 25 mm dia G.I pipes with angle iron props at 2 mtrs interval and 0.5 mtr, height including fixing in ground with CC 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete.(80% of rate of E.S.R. item as per note Item no.12, P.No.123)Rate = 1821 x 80% = 1456.80

Quantity30

Rate-

Amount 43704

Providing and fixing M.S Inspection door size 60 cms x 60 cms. including M.S frame, size 50 x 50 x 6 mm and shutters of 3 mm thickness with hinges at top and locking arrangements, painting with all lead and lifts., complete per the specification and drawing.

Quantity1

Rate-

Amount 1818

Providing and fixing in position Structural steel made from highly corrosion resistant material in structures including all labour, materials, machinery, all leads and lifts etc. complete as per drawing, Technical Specification and as directed by the Engineer. For ISMB 600 x 210 at 122.6Kg / m, ISMB 500 x 180 at 86.9Kg / m & ISA 50 x50 X 6 at 4.5 Kg / m

Quantity7.32

Rate-

Amount 653785.8

Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S angles(25 x 25 x 5mm size) including welding,cutting and fabricating the plate to the required sqare or rounding shape,making holes in the plate,including providing and applying 3 coats of anticorrossive paint etc.complete as directed by the engineer-in-charge. For Chequered Plate 8 mm thick

Quantity56.75

Rate-

Amount 292222.78

Gate and hoist for Intake pipe flow regulator Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal tracks, guide rails, gate groove liners etc., with all accessories for pump house intake stoplog gate including cost of all materials, machinery, labour, aligning, anchoring, welding, finishing,cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., coplete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials. For intake pipe inside Jackwell Wt of 1 set of embedded parts in tonnes=0.0665(L2 x H xh)^0.716 ( L ) is length = Clear distance between piers in m + 0.50 m. =0.9+0.5=1.4 m (H) is height of gate in m = Clear vent height in m + 0.30 m = 0.9+0.3=1.2 m (h) is head of water above sill of gate in m = FSL – Sill level. 527-501.11=25.89 m

Quantity1.3

Rate-

Amount 196430

Design, fabrication, supply, erection, testing and commissioning of sliding type stoplog gate consisting of skin plate, horizontal and vertical girders, slide blocks, stiffeners, guide shoes, rubber seals etc., with all accessories for pump house intake vent including cost of all materials,machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing /forwarding charges for other materials. For intake pipe inside Jackwell

Quantity1.9

Rate-

Amount 250990

Design, supply, erection and commissioning of electrically operated mono-rail hoist assembly consisting of rope drum, gear system, wire rope with lifting attachment, festoon cabling and all other accessories etc., complete as per specifications for operating pump house stop- log gate ( excluding hoist supporting structure ) with all leads and lifts. packing / forwarding charges for other materials.

Quantity3

Rate-

Amount 155400

Design, fabrication, supply, erection and commissioning of structural steel hoist supporting structure consisting of columns, bracings,stiffeners, mono-rail etc., with all accessories for electrically operated monorail rope drum hoist for operating pump house vertical lift gates including cost of all materials, machinery, labour, cutting, aligning,anchoring, welding, finishing, cleaning, applying two coats zinc chromate red oxide primer and three coats synthetic enamel paint etc., complete with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.

Quantity2

Rate-

Amount 220200

Approach Bridge: 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. B. Mechanical Means For Upto depth of 1.5m & All Kinds of Soil For Piers, Abutment & Wall

Quantity1050.98

Rate-

Amount 52549

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 II Ordinary rock (not requiring blasting) A. Manual means. Morth Specification No 304. Upto 3m depth & In Ordinary Rock with blasting For Piers, Abutment, Wall

Quantity2092.39

Rate-

Amount 583776.81

Providing and laying Design mix M20 with OPC @320 Kgs with 40mm & down size graded granite metal coparse aggreegate @0.634 cum nd fine aggregates @0.40 cum with superplasterizer @ 3 lts confirming top IS9103-1999 Reaffrimed -2008 includiong cost of materials labour HOM curing form works scaffolding and centering Complete as per specifications

Quantity197.15

Rate-

Amount 1076271.42

Providing and laying M 30 grade Reinforced Cement Concrete with 20 mm down graded crushed stone aggregates in substructure and foundation including shuttering and supporting arrangements,, (excluding reinforcement ) transporting concrete from batching plant by transit mixer, placing it in position, compacting with needle vibrator, moist curing for 14 days, all labour, materials, machinery, all leads and lifts, etc. complete as per drawing, Technical Specifications Section 1500, 1700 and 2200 and as directed by the Engineer. Upto 5m Height for Pier footing & Abutment

Quantity707.96

Rate-

Amount 4060256.79

For 5m to 10m Height for Pier & Abutment

Quantity283.59

Rate-

Amount 1827496.5

For Above 10m Height for Pier, Pier Cap & Bracings

Quantity414.41

Rate-

Amount 2817635.75

Furnishing and placing Reinforced cement concrete in super structure as per drawing and technical specifications C. RCC with OPC cement design Mix M30 at 360kgs, with 20mm and down size graded granite metal course aggregate at 0.69 cum and fine aggregate at 0.46 cum with super plastisiser at 3 l confirming to IS 103-1999 Re affirmed-2008, Case II: Using Batching plant, Transit mixer and concrete pump MORTH specification No 1500, 1600 and 1700 For Deck Slab, Intermediate Diaphram, T girders & Cable Duct

Quantity846.94

Rate-

Amount 6067901.63

Supplying fitting and placing TMT bar reinforcement in substructure complete as per draing and Technical specification complete as per specifications MORTH specification No 1600 and 2200 For Substructure ( For Pier, Pier Cap, Footing, Abutment, Fin wall & Bracings)

Quantity244.46

Rate-

Amount 14406761.18

Supplying fitting and placing TMT bar reinforcement in super structure complete as per draing and Technical specification complete as per specifications MORTH specification No 1600 For Superstructure (Girder, Deck Slab, Cross Diaphragm and cable duct)

Quantity121.14

Rate-

Amount 7139143.62

Providing and laying 100 mm dia Drainage Spout complete true to line, level and orientation as per drawing, all labour, materials, machinery, all leads and lifts etc. complete as per drawing, Technical Specifications Clause 2705 and as directed by the Engineer.

Quantity81

Rate-

Amount 125712

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification MORTH specification No 2504 For Abutment

Quantity30

Rate-

Amount 70260

Providing weep holes in abutments wing wall returnwall with 100 mm dia AC pipe extending through full width of the structure with slope 1V:20H towards drawing force complete as per specifications MORTH specification No 2706 and 2200

Quantity25

Rate-

Amount 3675

Supplying fitting and fixing in position true to line and level elastomeric bearing conforming to IRC 83 Part II section IX and clause 2000.5 of MORTH specifications complete including all accessories as per drawing and technical specifications complete MORTH specification No 2000 and 2200

Quantity35640

Rate-

Amount 21384

Providng and laying compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a performed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40mm and vertical movement of 3mm complete as per dpecifications MORTH Specification No 2600

Quantity108

Rate-

Amount 1795068

Construction of Precast RCC railing M30 grade aggregate size not exceedin g12 mm 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 2000mm leaving adequate space between vertical post for expansion complete as per approved drawing and technical specification complete as per specification MORTH specification no 2703, 1500, 1600 and 1700

Quantity800

Rate-

Amount 1643320

Design, fabricaton,supply, erection and commissioning of rail track using 45 kg / m standard rails on walk way bridge for movement of trolleys for handling and operating of pumps and machinary items including cost of all materials, machinary,labour,aligning,anchoring,welding,cleaning etc., complete as per specifications and approved drawings with all leads and lifts

Quantity36

Rate-

Amount 3215340

Diversion of water Course by providing coffer dams or ring bunds or islands as may be necessary for intakewell. Connecting pipeline etc., for foundation bailing out by pumping water during excavation and untill completion of foundation and dismantling of coffer dam or island after completion of work etc., complete with all lead & lifts.0 to 5.0m

Quantity10631.25

Rate-

Amount 3157481.25

1.5 to 3 mtr

Quantity5670

Rate-

Amount 2233980

Approach Bund: Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation,sorting out, transportation, spreading soil in layer of specified thickness,breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with initial lead upto 1 km and all lifts. For Average depth of embankment 5 m Top width of the embankment 5 m Slope 2:1

Quantity30000

Rate-

Amount 4350000

Providing and constructing 300 mm thick dry size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts.

Quantity8944.27

Rate-

Amount 3166271.58

Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage / arrow stones including cost of all materials,labour, engraving marks, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts.

Quantity800

Rate-

Amount 154400

Panel Room and Allied Buildind componenets: Panel Room:Earth work excavation for foundation of buildings,culverts.water supply,sanitary lines and electrical conduits either in pits or in trenches 1.5 m and above in width,in ordinary soil not exceeding 1.5 m in depth including dressing the bottom and sides of pit and trenches,stacking the excavated soil clear from edges of excavation with lead up to 50 m after breaking of clods complete as per specifications. From 0 m to 1.5 m for footing, Wall foundation, plinth protection

Quantity36.28

Rate-

Amount 9033.72

Excavation 1.5 m and above in width in soft rock without blasting for foundation for buildings,water supply,sanitary lines and electrical conduits either in pits or in trenches not exceeding 1.5 m.in depth,stacking the excavated stuff from edges of excavation with lead up to 50 m including labour and HOM of equipment complete as per specifications. From 1.5 m to 3 m for footing

Quantity1.35

Rate-

Amount 403.65

Providing and filling sand in foundation upto plinth to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications for Panel room

Quantity4.37

Rate-

Amount 9229.44

Providing and laying in position plain cement concrete of mix M10 with OPC cement @220 kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.892cum and fine aggregates @0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, cost of all materials, labour, HOM of machinery, curing complete as per specifications for Column Footings, Wall foundation, plinth protection

Quantity6.64

Rate-

Amount 35065.84

Providing and laying in position reinforced cement concrete of design mix M20 with OPC Cement @ 320 kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregates @0.459cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, 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 as per specifications. For Column below GL up to Plinth, columns above Ground level, Lintel beam, Roof Beams, roof slab, Sunshades over Windows.

Quantity19.62

Rate-

Amount 112010.58

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 specification for footing - F1, Column upto GL - C1, Plinth beams.

Quantity26.56

Rate-

Amount 6772.8

Providing and removing centering, shuttering, strutting,propping etc., and removal of form work for sides and soffits of beams, beam haunchings, lintels, cantilever girders and bressumers and lintels not exceeding 1 m in depth including cost of all materials, labour complete as per specification for Lintel beam & Roof Beams.

Quantity28

Rate-

Amount 8176

Providing and removing centering, shuttering, strutting, proppoing etc., and removal of form work for columns, pillars, piers, post and struts, squre/rectangular/polygon in plan including cost of all materials, labour complete as per specification for Column C1.

Quantity21.49

Rate-

Amount 9799.44

Providing and removing centering, shuttering, strutting,propooing etc., and removal of form work for flat surface such as Suspended floors, roofs, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specification for roof slab & Sunshades over Windows

Quantity37.51

Rate-

Amount 14853.96

Providing, T.M.T steel reinforcement for R.C.C work including straightening, cutting,bending hooking, lapping and/or welding wherever required, placing in position, tieing with binding wire of approved quality and gauge including the cost of binding wire and anchoring to adjoining members wherever necessary completeas per design ( laps, hooks, wastage shall not be measured and paid) cost of material, labour, HOM of machinery complete as per specifications.

Quantity2.45

Rate-

Amount 144385.85

Providing and Constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 50 (table moulded) with cement mortar 1:4 for basement and superstructure including cost of materials, labour charges, scaffolding, curing. completeas per specification for Long walls & Short walls including deductions.

Quantity12.01

Rate-

Amount 85679.34

Providing 12 mm 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, incuding cost of materials, labour, curing and to complete as per specifications For internal Wall

Quantity55.92

Rate-

Amount 11743.2

Providing 12 mm thick cement plaster in single coat with cement mortar 1:4, to ceiling including rounding off corners wherever required smooth rendering, Providing and removing scaffolding, incuding cost of materials, labour, curing and to complete as per specifications for Panel room.

Quantity22.4

Rate-

Amount 5017.6

Providing 20 mm thick cement plaster in single coat with cement mortar 1:3, to stone masonary & Concrete surface including rounding off corners wherever required smooth rendering,: Providing and removing scaffolding, incuding cost of materials, labour, curing and to complete as per specifications for Long walls & Short walls.

Quantity83.22

Rate-

Amount 23884.14

Quantity55.92

Rate-

Amount 5032.8

Extra for painting two coats with plastic emulsion paint of approved brand and shade on celing and / or sloping roof as per specification

Quantity22.4

Rate-

Amount 2128

Quantity83.22

Rate-

Amount 8488.44

Providing Matti / Nandi wood frames of doors, and other frames wrought, framed or assembled including making plaster groves (excluding cost of cement conrete and side clamps), but incuding cost of materials, labour, HOM of manchineries and complete as per drawing and specifications and as directed by Engineer - in - charge for Door (D).

Quantity0.16

Rate-

Amount 8984.48

Providing and fixing in position fully panelled Mathi/Nandi shutters for doors, styles and rails of 35 mm thick with bottom and lock rails 180 mm wide top rail and styles 100 mm wide as per drawings and Panels of 25 mm thick including cost of materials, labours, HOM of machineries complete as directed by Engineer - in - Charge (Excluding cost of fixtures) for Door 'D'.

Quantity8.4

Rate-

Amount 28518

Providing and fixing in position aluminium windows and ventilator as per approved drawings with sliding shutters using double track window frame section of size 61.85 x 31.75 mm with 1.2 mm thick, bottom section weight 0.695 kg / m; sides and top sections 1.3 mm thick weight 0.659 kg/m and shutter comprising top and bottom section of size 40 mm x 18 mm x 1.25 mm thick 0.417 kg/m; shutter interlock section 40 mm x 26.7 mm,1.1 mm thick, weight 0.469 kg/m. theshutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles , and Providing and fixing 5.5 mm,thick plain glass for shutters fitted with rubber beading aluminium sections anodised 12 to 15 microns, including cutting to required length,joints mitred subdividing the frames tnedened and stiffened ith end clips at corners angles etc.and fixed to walls,lintels,floor beams /cills as the case may be with necessary srews, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any rust and coated with greasy for non adhesion of mortor and sticky ma terials, fixtures, labour and HOM at machinery complete as per specification.

Quantity2.88

Rate-

Amount 12286.08

Providing and laying red oxide flooring 40 mm thick, with an under layer of 30 mm thick M-15 cement concrete, using broken granite metal of 12.5 mm nominal size and top layer of 10 mm thick plaster with 1:3 cement mortar mixed red oxide (using 3.5 kg of red oxide per 50 kg of cement) finished with floating coat of neat cement mixed with red oxide (mix of same proportion) including cost of materials, labour, curing, complete as per specification. specification No.14.3

Quantity14.56

Rate-

Amount 9682.4

Providing skirting, dadoing, rises of steps with colour glazed tiles of 10 mm thick 15 X 15 cms on 10 mm thick cement mortar 1:3 mix. and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid seperately) using glazed tiles of approved make and size including cost of materials, labour, curing, and to complete as per drawing and specification

Quantity1.86

Rate-

Amount 2360.34

Providing and laying Four courses water proofing treatment with bitumen felt over roof consisting of first and third courses of blown or / and residual bitumen applied hot at 1.45 kg per square metre of area for each course second course of roofing felt type 3 grade I (hesssian based self finish bitumen felt ) and forth and final course of stone grit 6 mm and down size or pea sized gravel spread at 0.06 cum / sqm including preparation of surface but excluding grading complete with bitumen felt ( hessian based ) Type - 3 grade - 1 blown or / and residual bitumen applied hot 1.4 kg / sqm including cost of materials, labour compete.

Quantity27.09

Rate-

Amount 6501.6

Supplying PVC ringtite pipes conforming to IS 4985 : 2000 with latest amendments and conveying to worksite,rolling and lowering into trenches,laying true to line and level and perfect linking at joints,testing and commisioning,including loading and unloading at both destinations and cuts of pipes wherever necesssary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type,with all labour,with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excavation etc complete and giving necessary hydraulic test to the required pressure as per ISS (contracor will make his own arrangements for procuring water for testing).

Quantity12

Rate-

Amount 3012

Quantity20.35

Rate-

Amount 4090.35

Operator and security room: Earth work excavation for foundation of buildings,culverts.water supply,sanitary lines and electrical conduits either in pits or in trenches 1.5 m and above in width,in ordinary soil not exceeding 1.5 m in depth including dressing the bottom and sides of pit and trenches,stacking the excavated soil clear from edges of excavation with lead up to 50 m after breaking of clods complete as per specifications. From 0 m to 1.5 m for footing, Wall foundation & plinth protection.

Quantity22.45

Rate-

Amount 6712.55

Quantity1.35

Rate-

Amount 1918.35

Providing and filling sand in foundation upto plinth to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications for Hall, Store & Toilet.

Quantity6.55

Rate-

Amount 13833.6

Quantity11.13

Rate-

Amount 58777.53

Providing and laying in position reinforced cement concrete of design mix M20 with OPC Cement @ 320 kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregates @0.459cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, 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 as per specifications for Footings, Column, Plinth beams, Lintel beam, Roof Beams, roof slab, Sunshades over Windows & platform (rack).

Quantity12.67

Rate-

Amount 75781.17

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 specification for footing - F1, Column upto GL - C1, Plinth beams.

Quantity25.06

Rate-

Amount 6390.3

Providing and removing centering, shuttering, strutting,propping etc., and removal of form work for sides and soffits of beams,beam haunchings, lintels, cantilever girders and bressumers not exceeding 1 m in depth including cost of all materials, labour complete as per specification for Lintel beam & Roof Beams.

Quantity17.86

Rate-

Amount 5215.12

Quantity21.49

Rate-

Amount 9799.44

Quantity40.28

Rate-

Amount 15950.88

Providing, T.M.T steel reinforcement for R.C.C work including straightening, cutting,bending hooking, lapping and/or welding wherever required, placing in position, tieing with binding wire of approved quality and gauge including the cost of binding wire and anchoring to adjoining members wherever necessary completeas per design (laps,hooks,wastage shall not be measured and paid) cost of material, labour, HOM of machinery complete as per specifications.

Quantity1.58

Rate-

Amount 93114.14

Providing and Constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 50 ( table moulded ) with cement mortar 1:4 for basement and superstructure including cost of materials, labour charges, scaffolding, curing. as per drwaing and specification and to complete as directed by Engineer - in - charge. for Long walls & Short walls including deductions.

Quantity13.64

Rate-

Amount 97307.76

Construction of partition wall 10 cms thick with ground moulded burnt bricks of class designation 35 with cement mortar 1:4 in cluding providing and fixing plaster mesh manufactured out of hot dipped galvanised iron of nominal thickness 0.35 mm . 100 mm. wide as per I.S 2212 / 1991 at 7.5 m. c to c including cost of materials, labour charges, scaffolding, curing. as per drwaing and specification and to complete as directed by Engineer - in - charge. for Wall alround

Quantity10.98

Rate-

Amount 8388.72

Providing 12 mm 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, incuding cost of materials, labour, curing and to complete as per specifications for Internal walls.

Quantity78.21

Rate-

Amount 16424.1

Providing 12 mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering,: Providing and removing scaffolding, incuding cost of materials, labour, curing and to complete as per specifications for ceiling

Quantity21.83

Rate-

Amount 5108.22

Quantity91.8

Rate-

Amount 26346.6

Providing and applying painting in two coats with plastic emulsion with primer of approved brand on wall surface to give an even approved shade after thoroughly brushing the surface, free from mortar drops and other foriegn matter including preparing the surface even and sand paper smooth, including primer,cost of materials, labours. complete as per specification.

Quantity78.21

Rate-

Amount 7038.9

Extra for painting two coats with plastic emulsion paint of approved brand and shade on celing and / or sloping roof as per specification

Quantity21.83

Rate-

Amount 2073.85

Quantity91.8

Rate-

Amount 9363.6

Quantity0.35

Rate-

Amount 19653.55

Quantity5.99

Rate-

Amount 20336.05

Providing and fixing in position of aluminium windows and ventilator as per approved drawings with sliding shutters using double track window frame section of size 61.85 x 31.75 mm with 1.2 mm thick, bottom section weight 0.695 kg / m; sides and top sections 1.3 mm thick weight 0.659 kg/m and shutter comprising top and bottom section of size 40 mm x 18 mm x 1.25 mm thick 0.417 kg/m; shutter interlock section 40 mm x 26.7 mm,1.1 mm thick, weight 0.469 kg/m. theshutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles , and Providing and fixing 5.5 mm,thick plain glass for shutters fitted with rubber beading aluminium sections anodised 12 to 15 microns, including cutting to required length,joints mitred subdividing the frames tendened and stiffened with end clips at corners angles etc.and fixed to walls,lintels,floor beams /cills as the case may be with necessary srews, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any rust and coated with greasy for non adhesion of mortor and sticky materials, fixtures, labour and HOM at machinery complete as per specification -do- using aluminium section anodized to 12-15 microns. For Windows & Ventilators

Quantity6.6

Rate-

Amount 28155.6

Quantity21.83

Rate-

Amount 14516.95

Providing skirting, dado, rises of steps with colour glazed tiles of 6 mm thick 15 X 15 cms on 10 mm thick cement mortar 1:3 mix. and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid seperately) using glazed tiles of approved make and size including cost of materials, labour, curing, and to complete as per drawing and specification. for Hall, Store & Toilet.

Quantity4.04

Rate-

Amount 5126.76

Providing skirting, dado, rises of steps with colour glazed tiles of 6 mm thick on 10 mm thick cement mortar 1:3 mix. and jointed with white cement slurry over rough plaster surface (excluding cost of rough plastered surface which should be measured and paid seperately) using glazed tiles of approved make and size including cost of materials, labour, curing, and to complete as per drawing and specification.

Quantity13.96

Rate-

Amount 16277.36

Quantity27.09

Rate-

Amount 6501.6

Quantity12

Rate-

Amount 3012

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 and lift upto 1.5m including cost of all labour complete as per specifications.

Quantity10.42

Rate-

Amount 2094.42

Sanitary and Pipe work: Providing and fixing white vitreous china clay, angle back wash basin size 600x480 mm with a single 15 mm C.P brass pillar tap with C.I / M.S brackets, 32 mm C.P brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials,labour and complete as per specification.

Quantity1

Rate-

Amount 3288

Providing and fixing White vitreous china clay, water closet European Type (Pedestal type, s- trap) with black solid plastic seat and lid, C.P brass hinges , rubber buffers. 10 litre white glazed / vitreous china clay low level, flushing cistern ( all are approved make ) with fittings, C.I / M.S brackets, 40 mm diameter flush bend with fittings and clamps , overflow arrangements with specials and 25 mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherver required, including cost of materials, labour complete as per specifications.

Quantity1

Rate-

Amount 4807

Providing and fixing C.P brass towel rail 740 mm , 20 mm dia with C.P brackets , fixed to wooden cleats with C.P brass screws including cost of materials, Labour complete as per specifications.

Quantity1

Rate-

Amount 739

Providing and fixing to wall, ceiling and floor galvanised / mild steel tube 20 mm dia nominal bore with fittings (medium gradeweight1.65kg/mtr)B class incuding cost of all materials, labour charges, HOM of equipmnts and testing complete per specification

Quantity25

Rate-

Amount 6000

Providing and fixing to wall, ceiling and floor galvanised / mild steel tube 25mm dia nominal bore with fittings (medium gradeweight 2.51kg/mtr)B class incuding cost of all materials, labour charges, HOM of equipments and testing complete per specification

Quantity25

Rate-

Amount 7775

Quantity15

Rate-

Amount 6525

For 200 mm

Quantity15

Rate-

Amount 9855

Providing and fixing brass gate Valve with C.I . wheel of approved quality (screwed end)20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.

Quantity1

Rate-

Amount 336

Providing and fixing in position brass gate Valve with C.I. wheel of approved quality (screwed end)40mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.

Quantity1

Rate-

Amount 1040

Providing and fixing in position 25 mm nominal bore gun metal Non - return valve horizontal type of approved make including cost of all materials , labour and HOM of equipments with all leads complete as per specifications.

Quantity1

Rate-

Amount 587

Compound Wall: Earth work excavation for foundation of buildings,culverts.water supply,sanitary lines and electrical conduits either in pits or in trenches 1.5 m and above in width,in ordinary soil not exceeding 1.5 m in depth including dressing the bottom and sides of pit and trenches,stacking the excavated soil clear from edges of excavation with lead up to 50 m after breaking of clods complete as per specifications. From 0 m to 1.5 m for Columns, gate Columns, wall foundation

Quantity48.93

Rate-

Amount 14630.07

Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220 kgs,with 40mm and down size graded granite coarse aggregates @ 0.892 cum and fine aggregates @ 0.465 cum machine mixd,concrete laid well compacted,in foundation and plinth,cost of all materials,labour,HOM of machinery,curing complete as per specifications. for Compound wall, gate pillar, PCC above ground & top of wall.

Quantity15.22

Rate-

Amount 80376.82

Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs,with 20mm and down size graded granite coarse aggregates @0.878 cum and fine aggregates @ 0.459 Cum,with super plastisiser @ 3 lts confirming to IS 9103-1999 Reaffirmed-2008,machine mixed,concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation plinth and ground floor level for roof slabs,staircase,lintels,retaining walss,return walls,walls(any thickness) including attached plasters,colums,piers,abutments,pillars,posts,struts,buttresses,string or lacing courses,parapets,coping,bed blocks,anchorblocks,plain window cills,fillets etc.,including cost of all materials,labour,HOM of machinery curing,complete as per specifications. For plinth beam, Column footings, Columns below GL & columns above GL.

Quantity17.52

Rate-

Amount 100021.68

Providing and removing centering ,shuttering,strutting,propping etc.,and removal of form work including cost of all materials,labour complete as per specifications. For footings

Quantity14.7

Rate-

Amount 3748.5

do- for plinth beams

Quantity78.4

Rate-

Amount 22892.8

do- for columns

Quantity68.88

Rate-

Amount 60270

Providing, T.M.T steel reinforcement for R.C.C work including straightening, cutting,bending hooking, lapping and/or welding wherever required, placing in position, tieing with binding wire of approved quality and gauge including the cost of binding wire and anchoring to adjoining members wherever necessary completeas per design (laps, hooks, wastage shall not be measured and paid) cost of material, labour, HOM of machinery complete as per specifications.

Quantity1.31

Rate-

Amount 77202.23

Providing and Constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 50 ( table moulded ) with cement mortar 1:4 for basement and superstructure including cost of materials, labour charges, scaffolding, curing. as per drwaing and specification and to complete as directed by Engineer - in - charge. For Compound wall

Quantity42.92

Rate-

Amount 306191.28

Providing 20 mm thick cement plaster in single coat with cement mortar 1:3,to stone masonary and concrete surface including roundig off corners whereevr required smooth rendering;proving and removing scaffolding,including cost of materials,labour,curing complete as per specifications

Quantity423.4

Rate-

Amount 121515.8

Providing and finishing external walls in two coats with water proof cement paint with primer of approved brand and shade to give an even shade after thoroughly 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. For masonry wall, compound pillars & Gate pillars.

Quantity478.23

Rate-

Amount 48779.46

Providing and fixing m.S .Gate as per the drawing using 50mm x 50mm 14 gauge M.S.hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm square rods for verticals alternatively spaced at 4 cms c/c in two halves and 40 mm x 6 mm M.S.flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members as shown in the drawing etc., complete .All the steel surface should be thoroughly cleaned free of rust and paited with anti corrossive paint etc.,complete. The work includes cost of all materials,labour charges for all items of work,hire charges for welding,cutting and grinding equipment and electricity charges,with all lead and lift,loading and unloading charges etc., complete as per the specification. For 5.0 m x 2.0 m

Quantity10

Rate-

Amount 30120

Filling available excavated earth (excluding rock)in sides of foundations up to plinth in layers not exceeding 20 cms in depth,compacting each deposited layer by ramming after watering with lead up to 1.5m including cost of all labour complete as per specifications.

Quantity24.58

Rate-

Amount 4940.58

Asphalt Road: Earth work excavation for road work in soil by mechanical means with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, disposal of unusable materials complete as per MORTH Specification 301. For 4 m & 5 m wide Road

Quantity629.38

Rate-

Amount 25804.58

Pavement Courses - Bituminous Granular Sub-base with Close graded Material (By Mix in Place Method) - Construction of Granular sub-base(GSB) by providing close graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method by rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per Technical Specification

Quantity198.75

Rate-

Amount 347812.5

Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed mathod of tipper to site, laying in uniform layers with paver in sub-base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density complete as per Specification Clause 406 For 4 m & 5 m wide road

Quantity331.25

Rate-

Amount 604862.5

Pavement Courses - Bituminous Prime Coat - Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7 to 1 kg/sqm using mechnical means complete as per MORTH specification Clause 502. For 4 m & 5 m wide Road

Quantity1325

Rate-

Amount 45050

Tack Coat - Providing and applying tack coat on granular surface treated with primer at 3 Kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface ) including cost of all materials, labour, HOM of machineries complete as per MORTH specifications Chapter 5. For 4 m & 5 m wide Road

Quantity1325

Rate-

Amount 17225

Tack Coat - Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom as per MORTH Specification Clause 503. Using Bitumen emulsion: For 4 m & 5 m wide Road

Quantity1325

Rate-

Amount 15900

Providing and laying Dense graded bituminous macadam with 100-120 TPH batch HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 % by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specifications Clause 507. b) 50-75 mm compacted thickness (Grading II) with 4.5% Bitumen using Bitumen 60/70.(packed) For 4 m & 5 m wide Road

Quantity66.25

Rate-

Amount 495682.5

Providing and laying Bituminous Concrete with 100-120 TPH batch HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specifications Clause 500.9 complete in all respects. b) 30-45 mm compacted thickness with 6% Bitumen 60/70 grade (Grading II) For 4 m & 5 m wide Road

Quantity33.13

Rate-

Amount 285679.99

Pipeline Works: Segment 1: Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual maens, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications. (40% of the pipeline length is considerd for clearing)

Quantity8122.5

Rate-

Amount 81225

Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (for Trenches beyond 600mm to 1500mm 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 0 to 2.0 mtr. Depth

Quantity20048.13

Rate-

Amount 5252610.06

-do - in Disintegrated rock, Soft rock, soft shale, medium hard rock comprising of limestone sand stone, hjardshale, schiest, tissured rock without resorting to blasting.70%

Quantity12028.88

Rate-

Amount 7121096.96

2 to 4mtr. Depth '-do - in Disintegrated rock, Soft rock, sf\oft shale, medium hard rock without blasting

Quantity8019.25

Rate-

Amount 5316762.75

Cutting road surface for pipeline trenches and disposing off the excavated stuff with all lead and lift as directed including barricading, danger lighting etc., in the following classifications. Cutting of asphalt Road

Quantity7.56

Rate-

Amount 4800.6

Cutting of Macadam Road

Quantity1.81

Rate-

Amount 626.26

Cutting of Cement concrete-Canal

Quantity2.21

Rate-

Amount 2815.54

Quantity2908.3

Rate-

Amount 4923751.9

Manufacturing, Providing, transporting, rolling, lowering,laying & Jointing, testing, commissioning of ERW (Electric Resistance Welded)/SAW(Sub - merged Arc Welded) MS pipes (Fe -410 grade) conforming to IS 3589 - 2001 with latest amendments including perfect linking and welding of joints to correct position including cost and conveyance of pipes and materials with all lead and lift,cost of all labour and giving satisfactory hydrulic test as per IS 3589 - 2001 with latest amendments for test pressure and working pressure both at factory and site etc complete as per detailed specifications. with inside CM 1:1.5 lining of 10mm thick and outside coating of 25 mm thick in CM 1:3 over 50 x 50 mm weld mesh of 13 gauge,including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary( Contractor will make his own arrangement for procuring water for testing) and as directed by the Engineer. For 610mm Outer dia (Plate thickness: 5.6 mm for pipe )

Quantity13827.78

Rate-

Amount 101551216.32

Manufacturing, providing, transporting, rolling, lowering, laying & jointing ,testing and commissioning of Mild steel specials conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials with all lead and lift, cost of all labour and giving satisfactory hydraulic test as per IS 3589 with latest amendments for test pressure and working pressure both at factory and site etc., complete as per detailed cpecifications with inside lining two coats of food grade epoxy painting of approved make with each coat of 250 micron,thick(after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25 mm thick coating in CM 1:3 by providing 50 x 50 mm weld mesh. For 610 mm Outer dia (Plate thickness: 5.6 mm for pipe Bends

Quantity5523.12

Rate-

Amount 828468

Test gaps For 610 mm Outer dia (Plate thickness: 5.6 mm for pipe) (7 nos x 84.24 Kg)

Quantity589.4

Rate-

Amount 88410

Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 '0' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS.

Quantity5

Rate-

Amount 319160

Quantity2

Rate-

Amount 487016

Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e.,1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For 80 mm dia double kinetic air valve PN 1.6 for 610mm pipe

Quantity13

Rate-

Amount 327106

Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness including disposing off the surplus earth with all lead and lift.

Quantity32765.82

Rate-

Amount 3374879.46

Supplying and fixing R.C.C demarcation stones of 30 cms x 15 cms and 90 cms.,deep using 1:2:4 CC and 6 mm dia rods for verticals and stirrups and rendered smooth, including engraving letters "KIADB KM" 6 mm deep on the top including conveying and fixing demarcation stones 45 cms below ground level and in CC 1:3:6, 15 cms height, with 8 cms offset around the stone and curing for 10 days including earthwork excavation in all type of soils with all lead and lift complete as per specifications and as directed by the Engineer.

Quantity56

Rate-

Amount 24640

Providing and construction of Reinforced concrete valve chamber using M20 (1:1.5:3)concrete with 600 mm x 600 mm MS inspetion door and frame with locking arrangementetc., including earthwork to the reqired depth,Refilling with available earth , disposal etc.,complete as per specification and as directed by the Engineer. (Including reinforcement) Air valve chambers

Quantity13

Rate-

Amount 1311700

Scour valve chambers including lead off pipe

Quantity5

Rate-

Amount 667000

Butterfly valve chambers

Quantity2

Rate-

Amount 199200

Providing and constructing of the RCC Thrust Blocks for MS bends including the excavations of soils up to the required depth ,disposal of soils after refilling with selected available earth,providing PCC including cost of labours,materials tools,curing etc., complete as per drawing and as directed by the Engineer (inclusive of cost of steel) 15 to 30 degree

Quantity49

Rate-

Amount 6948200

31 to 45 degree

Quantity6

Rate-

Amount 1710000

46 to 60 degree

Quantity1

Rate-

Amount 374700

61 to 90 degree

Quantity2

Rate-

Amount 1151800

Surge protection Device - Air Vessel Design, fabricate, supply, errection, testing and commissioning of suitable size Air vessel to be done as per IS 2825:1969 for unfired Pressure vessel with all accessories viz water level sensor, audio alarm, connecting pipe, orifice, isolation valves and suitable capacity Air Compressor connected to air vessel as per specification drawing and as directed by the engineer. Including defect liability period of 12 months(Design to be approved by the Engineer incharge). No of Air Vessel - 1 Volume of Air Vessel - 12 m3 Internal diameter of Air Vessel - 2.0 m Length of Air Vessel - 4.0 m Size of Orifice in connecting pipe (mm) - 0.150 m Connecting pipe size for Air Vessel - 0.3 m.Working pressure - 10.4 Kg/cm2, Design Pressure - 20Kg/cm2, Test Pressure - 24.0 Kg/cm2

Quantity1

Rate-

Amount 4643825

Providing and laying cement concrete 1:2:4 proportion(excluding cost of reinforcement) with 20 mm and down size metal of approved gradation hard broken granite,trap,basalt or with any other approved hard aggregate including cost and conveyance of all materials with all lead and lift and placing the same baove or below ground level including plywood/steel form work,machine mixing,laying,tamping,curing etc.,complete including smooth finishing the exposed faces with CM 1:4 proportion 12 mm thick whereever necessary,etc.,complete for Saddles

Quantity8.64

Rate-

Amount 47979.22

Providing and laying in position reinforced cement concrete of design mix M20 with OPC Cement @ 320 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregates @0.460 cum, with superplastisiser @ 3lts confirming to I

Quantity27.8

Rate-

Amount 172916

Providing, T.M.T steel reinforcement for R.C.C work including straightening, cutting,bending hooking, lapping and/or welding wherever required, placing in position, tieing with binding wire of approved quality and gauge including the cost of binding wire and anchoring to adjoining members wherever necessary completeas per design (laps,hooks,wastage shall not be measured and paid) cost of material, labour, HOM of machinery complete as per specifications.

Quantity1.39

Rate-

Amount 81916.87

Horizontal Thrust Boring -NH / Canal Crossing Drilling of Horizontal bore hole for water main pipeline under the Canal / Road tracks in all strata with required length including fixing of M.S. / IRS ( or as specified by Canal / Road authority ) casing pipe of suitable size and Thickness. Rate includes the cost of Drilling of bore hole, Casing pipe and welding pushing etc complete but excluding the cost of water main, valves and other items. Entire work should be as per Approved Drawing and as per instruction of Canal / Road authority for Following diameter of Bore hole. 1300 mm dia Bore hole with 1200 mm dia 14mm thick MS encasing pipe across National Highway-218 b/w TP20 and TP21.

Quantity35

Rate-

Amount 1240312.5

Excavation for ramming / jacking pits and receiving pit. The work includes cutting of asphalted/ concrete surface, excavation in all types of soil and strata, dewatering, disposal of debris, refiling the trenches with consolidation, restoration of road surface to normal surface by concreting/asphalting etc., complete.

Quantity4

Rate-

Amount 655720

Filling the encasing pipes with river sand complete with sand blasting with closing the both ends suitably after filling the sand as directed by the Engineer and as per the drawings

Quantity27.63

Rate-

Amount 46777.59

Nala / Canal Crossing (SubSurface) 1) Nala crossing at Location TP 37-TP 38-1no,TP 46- TP 47-2nos, TP64 - TP65-1no &TP 88-TP89-1no 2)Canal crossing at Location TP 29-TP 30-1no & TP 58- TP 59-1nos Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220 kgs,with 40 mm and down size graded granite metal course aggregates @ 0.892 Cum and fine aggregates @ 0.465 Cum machine mixed,concrete laid in layers not exceeding 15 cms.thick,well compacted in foundation and plinth, cost of all materials,labour,HOM of machinery,curing complete as per specifications.

Quantity5.68

Rate-

Amount 31541.89

Providing and laying cement concrete 1:2:4 proportion(excluding cost of reinforcement) with 20 mm and down size metal of approved gradation hard broken granite,trap,basalt or with any other approved hard aggregate including cost and conveyance of all materials with all lead and lift and placing the same above or below ground level including plywood/steel form work,machine mixing,laying,tamping,curing etc.,complete including smooth finishing the exposed faces with CM 1:4 proportion 12 mm thick whereever necessary,etc.,complete for nala crossing

Quantity28.16

Rate-

Amount 175155.2

Providing, T.M.T steel reinforcement for R.C.C work including straightening, cutting,bending hooking, lapping and/or welding wherever required, placing in position, tieing with binding wire of approved quality and gauge including the cost of binding wire and anchoring to adjoining members wherever necessary completeas per design (laps,hooks,wastage shall not be measured and paid) cost of material, labour, HOM of machinery complete as per specifications.

Quantity1.41

Rate-

Amount 83095.53

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 size approved, clean, hard, graded coarse aggregates for bed lining of canal including cost of all materials, machinery, labour,formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead 50 m and all lifts. ( Cement content: 240 kg / cum with use of super plasticiser ) Bed lining of canal

Quantity0.38

Rate-

Amount 2081.76

Resoration of minor canals (TP29-TP30-1no and TP58 to TP59-1no) 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 size approved, clean, hard, graded coarse aggregates for side lining of canal including cost of all materials, machinery, labour,formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser ) Side lining of canal

Quantity0.38

Rate-

Amount 2655.94

Road Restoration Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts &leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Pg no-15 Item no 3.6

Quantity315

Rate-

Amount 130095

Pavement Courses - Granular Granular Sub-base with Close graded Material (By Mix in Place Method) - Construction of Granular sub-base Grading -V as Sub-base and drainage layer by providing coarse graded crushed stone aggregate of granite /trap/basalt material, mixing by mix in placemethod 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 Revsion.

Quantity210

Rate-

Amount 367500

Quantity262.5

Rate-

Amount 479325

Quantity1050

Rate-

Amount 35700

Quantity1050

Rate-

Amount 24150

Quantity1050

Rate-

Amount 12600

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 using 120 TPH capacity Asphalt batch mix plant withsensor paver Gr-11 (50 mm to 75 mm) with 4.5% VG-30 Bitumen

Quantity52.5

Rate-

Amount 392805

Providing and laying Bituminous Concrete using crushed aggregates of specified grading,premixed with bituminous binder and filter,transporting the hot mix to work site,laying with a paver finisher to the required grade,level and alignment, roling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifations. Clause 507 of MORTH V revision using 120 TPH capacity Asphalt batch mix plant with sensor paver Gr-11 (30 mm to 40 mm ) with 5.4% VG-30 Bitumen .

Quantity26.25

Rate-

Amount 226353.75

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts &leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Pg no-15 Item no 3.6

Quantity45

Rate-

Amount 18585

Granular Sub-base with Close graded Material (By Mix in Place Method) - Construction of Granular sub-base Grading -V as Sub-base and drainage layer by providing coarse graded crushed stone aggregate of granite /trap/basalt material, mixing by mix in placemethod 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 Revsion.

Quantity45

Rate-

Amount 78750

Quantity22.5

Rate-

Amount 80662.5

Construction of M40 grade un-reinforced, dowel jointed, plaincement concrete pavement over a prepared sub base withCement at 420 kg/m3, coarse and fine aggregate conforming toIS 383:2016, maximum size of coarse aggregate not exceeding25 mm, mixed in a batching and mixing plant as per approvedmix design transported to site, laid with a paver finisher,spread, compacted and finished in a continuousoperationincluding provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealantprimer, joint sealant, debonding strip, dowel bar, tie rod,admixtures as approved, curingcompound, finishing to lines and grades as per drawing

Quantity22.5

Rate-

Amount 123075

Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual maens, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications.(As per PW,P & IWT Dept, Belgaum circle Schedule of Rates for the year 2018 – 2019, SI No. 18.11, Page 138 ) (40% of the pipeline length is considerd for clearing)

Quantity4953.42

Rate-

Amount 49534.2

Quantity12650.27

Rate-

Amount 3314370.74

-do - in Disintegrated rock, Soft rock, sf\oft shale, medium hard rock comprising of limestone sand stone, hjardshale, schiest, tissured rock without resorting to blasting.70%

Quantity7590.16

Rate-

Amount 4493374.72

2.0 to 4.0m Disintegrated rock, soft rock

Quantity5060.11

Rate-

Amount 3354852.93

Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) 0 to 2m do - in all soils mixed with boulders upto 30 cms size and exclusive of disintegrated rock. 30%

Quantity2277.05

Rate-

Amount 596587.1

0 to 2.0m - in Disintegrated rock, Soft rock, sf\oft shale, medium hard rock comprising of limestone sand stone, hjardshale, schiest, tissured rock without resorting to blasting.70%

Quantity8855.19

Rate-

Amount 5242272.48

Quantity4.16

Rate-

Amount 2641.6

Providing course sand bedding for pipe line trenches including watering and consolidation by punners etc.,complete with all lead and lift complete as per specifications and as directed by the Enginee

Quantity1857.53

Rate-

Amount 3144798.29

Quantity5722

Rate-

Amount 42022368

Quantity4823.88

Rate-

Amount 723582

TEST GAPS For 610 mm Outer dia (Plate thickness: 5.6 mm for pipe)(

Quantity336.96

Rate-

Amount 50544

Quantity3

Rate-

Amount 191496

Supply and fixing of DI double flanged wafer type (Concentric) / double eccentrically disc, butterfly valves conforming to DIN 335 / IS 13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished / Integral Seat with power or liquid epoxy coating with minimum thickness ofi 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504: 80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuts. The flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried oepration wiht the gear box sealed and lubricated for life time operation.Supply and fixing of DI double flanged wafer type (Concentric) / double eccentrically disc, butterfly valves conforming to DIN 335 / IS 13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished / Integral Seat with power or liquid epoxy coating with minimum thickness ofi 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504: 80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuts. The flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried oepration wiht the gear box sealed and lubricated for life time operation.

Quantity3

Rate-

Amount 730524

Quantity9

Rate-

Amount 226458

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 Rollers including disposing off the surplus earth with all lead and lift

Quantity20618.57

Rate-

Amount 2123712.71

Quantity23

Rate-

Amount 10120

Quantity9

Rate-

Amount 908100

Scour valve chambers including lead off pipe

Quantity3

Rate-

Amount 400200

Butterfly valve chambers

Quantity3

Rate-

Amount 298800

Quantity38

Rate-

Amount 5388400

31 to 45 degree

Quantity8

Rate-

Amount 2280000

61 to 90 degree

Quantity3

Rate-

Amount 1727700

Design, fabricate, supply, errection, testing and commissioning of suitable size Air vessel to be dine as per IS 2825:1969 for unfired Pressure vessel with all accessories viz water level sensor, audio alarm, connecting pipe, orifice, isolation valves and suitable capacity Air Compressor connected to air vessel as per specification drawing and as directed by the engineer. Including defect liability period of 12 months(Design to be approved by the Engineer incharge).No of Air Vessel - 1 Volume of Air Vessel - 8.0 m3 Internal diameter of Air Vessel - 2.0 m Length of Air Vessel - 3.0 m Size of Orifice in connecting pipe (mm) - 0.150 m Connecting pipe size for Air Vessel - 0.30 m.Working pressure - 9.2 Kg/cm2, Design Pressure - 19 Kg/cm2, Test Pressure - 24.0 Kg/cm2

Quantity1

Rate-

Amount 3095883

Nala Crossing (SubSurface) Nala crossing at Location TP 92-TP 93-1no Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220 kgs,with 40 mm and down size graded granite metal course aggregates @ 0.892 Cum and fine aggregates @ 0.465 Cum machine mixed,concrete laid in layers not exceeding 15 cms.thick,well compacted in foundation and plinth, cost of all materials,labour,HOM of machinery,curing complete as per specifications.

Quantity0.7

Rate-

Amount 3887.2

Quantity3.53

Rate-

Amount 22934.41

Providing, T.M.T steel reinforcement for R.C.C work including straightening, cutting,bending hooking, lapping and/or welding wherever required, placing in position, tieing with binding wire of approved quality and gauge including the cost of binding wire and anchoring to adjoining members wherever necessary completeas per design (laps,hooks,wastage shall not be measured and paid) cost of material, labour, HOM of machinery complete as per specifications.

Quantity0.18

Rate-

Amount 12655.08

Road Restoration Subgrade Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts &leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Pg no-15 Item no 3.6

Quantity7.43

Rate-

Amount 3068.59

Quantity4.95

Rate-

Amount 8662.5

Wet Mix Macadam - Providing, laying, spreading and compacting cushed stone aggregates of granite/trap/basalt to wet mix macadam specifications including pre fixing 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

Quantity6.19

Rate-

Amount 11302.94

Prime Coat - 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 0.6 Kg /Sqm using mechanical means complete as per specifications.Clause 502 of Morth V revision.

Quantity24.75

Rate-

Amount 841.5

Tack Coat - Providing and applying tack coat using 80/100 grade bitumen (VG 10) 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) icluding cost of all materials ,labour , HOM complete as per specifications. Clause 503 of MORTH V revision

Quantity24.75

Rate-

Amount 569.25

Tack Coat - Providing and applying tack coat using 801100 grade bitumen (VG 10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with the mechanical broom.complete as per specifications.Clause 503 of MORTH V revision

Quantity24.75

Rate-

Amount 297

Quantity1.24

Rate-

Amount 9277.68

Quantity0.62

Rate-

Amount 5346.26

Restoration of Concrete Road Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts &leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Pg no-15 Item no 3.6

Quantity45

Rate-

Amount 18585

Construction of Granular sub-base Grading -V as Sub-base and drainage layer by providing coarse graded crushed stone aggregate of granite /trap/basalt material, mixing by mix in placemethod 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 Revsion

Quantity45

Rate-

Amount 78750

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, 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 with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.

Quantity22.5

Rate-

Amount 80662.5

Quantity22.5

Rate-

Amount 123075

GLT:Earthwork excavation for foundation including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres whereever necessary as directed in the following strata. -do- in in all soils mixed with boulders up to 30 cm size & exclusive of disintegrated rock From 0 m to 3.0 m for foundation of GLT & valve chamber

Quantity908.09

Rate-

Amount 79003.83

-do- in disintegrated rock,soft rock,soft shale,medium hard rock comprising of lime stone,sand stone,hard shale,schiest,fissured rock without resorting to blasting From 0 m to 2.0 m for foundation of GLT & valve chamber

Quantity2636.62

Rate-

Amount 305847.92

Quantity363.44

Rate-

Amount 2018236.84

Quantity832.14

Rate-

Amount 10225086.68

For vertical side wall for GLT, Scour pit & Parapet wall

Quantity285.18

Rate-

Amount 5704369.99

Quantity378.35

Rate-

Amount 7568021.55

Quantity179.48

Rate-

Amount 10577294.84

Providing two coats of water proof cement painting of approved colour and shade over one coat of primer including scraping the surface with wire brushes etc,. before removal of scaffolding for new R.C.C. over head tank and cleaning of paint stains wherver necessary with all lead & lift etc., complete. For tanks upto 6 Mtr. Staging For GLT

Quantity799.8

Rate-

Amount 147963

Quantity2

Rate-

Amount 3636

Quantity12

Rate-

Amount 17481.6

Providing and fixing gauge with iron sheet of 3 mm to 4 mm thickness, 0.23 Mtr width with copper floats indicators and flexible nylon wires, painting figures with approved enamelled paint with all lead and lifts etc., complete. -do- enamelled gauge plate Total depth of gauge= 4.4 m

Quantity1

Rate-

Amount 6506.4

Supplying and fixing lightening arrestor of aluminium strip 25 mm x 3 mm size including finial and grounding, aluminium strip is to be embedded in one of the columns in an independent GI conduit of 40 mm dia pipe suitably jointed by collars with all specials with all lead and lifts etc., complete. For tanks uptp 6 Mtr. staging.

Quantity1

Rate-

Amount 8697.6

Providing and fixing R.C.C. finial and ventilators as per approved design and specification with form work and protected with wire mesh. The plinth to be of R.C.C. circular pillars and canopy with an ornamental finish at top. The first 22.50 Cms. height to be covered with RCC paneling as per detailed drawing with all lead & lift,etc., complete

Quantity1

Rate-

Amount 5734.4

Providing,hoisting and fixing in position inverted 'J' type 100 mm dia.C.I.cowl type ventilators with mosquitos proof aluminium mesh at top including applying 2 coats of anti-corrosive paint,etc.,complete as directed by the Engineer-in-charge,weighing not less than 35 kg.

Quantity34

Rate-

Amount 72256.8

Quantity146.42

Rate-

Amount 133388.62

Quantity9.2

Rate-

Amount 13402.56

Providing and fixing to wall,ceiling,floor,low density polyethylene pipes 6 kgf/sq.cm working pressure 110 mm outside diameter with special flange ,compression type fittings,wall clips,making good the wall,ceiling and floor including cost of all the materials,labour charges,HOM of equipments and testing complete as per specifications.

Quantity54.24

Rate-

Amount 24408

Quantity170.21

Rate-

Amount 17531.63

Pipes and specials: Supplying and fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments,in position for R.C.C walls including hoisting and conveying them to work spot with all lead and lift etc., complete. For Inlet pipe and washout pipe -600 mm

Quantity3

Rate-

Amount 109104

For Overflow pipe and outlet pipe-300 mm

Quantity2

Rate-

Amount 24706

Supplying and fixing 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 joining material conveying to work spot with all lead and lift etc., complete. For Inlet pipe -600 mm dia.

Quantity6

Rate-

Amount 157416

For Washout pipe-600 mm dia.

Quantity10

Rate-

Amount 262360

For Overflow pipe -300 mm dia.

Quantity20

Rate-

Amount 174120

Supplying and fixing following CI Specials (bends,bellmouth) confirming to IS 7181-1986 with latest amendments including hoisting and conveying them to work spot with all lead and lift etc., complete. 5 % of the pipe cost is considered

Quantity1

Rate-

Amount 16576.8

Supplying valves at site approved by the Engineer double flangeed PN 1.6 CI Butterfly valve conforming toIS 13095 / BS 5155 / AWWA-C504 with latest amendments as detailed below of following diameters and types and conveying to work site,loading,unloading, stacking etc., complete with all lead and lift and fixing CI valves and as directed by the Engineer. For 600 mm dia PN 1.6 for washout pipe

Quantity2

Rate-

Amount 487016

Quantity2

Rate-

Amount 208800

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