Irrigation And CAD Department Tender
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Irrigation And CAD Department Tender
Civil And Construction
Water Storage And Supply
Opening Date9 Aug 2024
Closing Date23 Aug 2024
Tender Amount₹ 11,26,69,27,111
Costs
EMD
₹ 11,26,69,271Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
533553Tender No
NIT 06-2024-25 Dated 31.07.2024Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://https://irrigation.telangana.gov.in/icad/home
GEM & Bid Advisory Services
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Documents
BOQ Items
P2;Flooring with polished shahabad / Tandur stone slabs of 15mm to 18mm thick 0.457m x 0.457m or any other size as specified set over a base coat of CM (1:8) , 12mm thick using screened sand over already laid CC bed / RCC roof slab including neat cement slurry of honey like consistency spread @ 3.3 Kgs per Sqm and jointed with neat cement to full depth including cost and conveyance of all materials like cement, sand, water, flooring stones etc. complete including seigniorage charges, sales & other taxes on all materials including all labour charges like dressing of flooring stones to the required size, mixing of cement mortar, laying, lift charges , cost of base coat etc., and overheads & contractors profit complete for finished item of work. (APSS No. 703 & 701) ii. 1st Floor {Building Work }
1305
502
655254
P2;Flooring with polished shahabad / Tandur stone slabs of 15mm to 18mm thick 0.457m x 0.457m or any other size as specified set over a base coat of CM (1:8) , 12mm thick using screened sand over already laid CC bed / RCC roof slab including neat cement slurry of honey like consistency spread @ 3.3 Kgs per Sqm and jointed with neat cement to full depth including cost and conveyance of all materials like cement, sand, water, flooring stones etc. complete including seigniorage charges, sales & other taxes on all materials including all labour charges like dressing of flooring stones to the required size, mixing of cement mortar, laying, lift charges , cost of base coat etc., and overheads & contractors profit complete for finished item of work. (APSS No. 703 & 701) i. Ground Floor {Building Work }
2613
460
1203835
P2;Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work for walls. (SS 901,903 & 904) iii. 2nd Floor {Building Work }
3015
475
1433723
P2;Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work for walls. (SS 901,903 & 904) ii. 1st Floor {Building Work }
2173
470
1021918
P2;Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work for walls. (SS 901,903 & 904) i. Ground Floor {Building Work }
2099
456
958110
P2;Brick masonry for panel walls with CM (1:6) prop: (Cement : Screened sand) using common burnt clay bricks of class as per Table- I of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, screened sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 501 & 504). iii. 2nd Floor {Building Work }
693
8330
5772905
P2;Brick masonry for panel walls with CM (1:6) prop: (Cement : Screened sand) using common burnt clay bricks of class as per Table- I of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, screened sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 501 & 504). ii. 1st Floor {Building Work }
500
8129
4064830
P2;Brick masonry for panel walls with CM (1:6) prop: (Cement : Screened sand) using common burnt clay bricks of class as per Table- I of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, screened sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 501 & 504). i. Ground Floor {Building Work }
483
7567
3655180
P2;Painting to new walls with 2 coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of Cement primer interior grade ? 1 of approved brand, making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and All operational, incidental, labour charges, and overheads & contractors profit complete etc. complete for finished item of work as per SS 911 for internal walls in all floors. iii. 2nd Floor {Building Work }
7287
130
954232
P2;Roofing with Galvalume sheet of 0.50mm thick, Coating: Alu-Zinc coating AZ150 GSM. Tensile Strength: 550 MPA. Paint coating: Regular Modified Polyester painting. Painting Thickness (Top): 18 to 20 Microns, (Bottom): 5 to 7 Microns. Sheet Width: 1.020, Length: Maximum 12 Meters fixed with G.I ?J? bolts & nuts 8 mm dia with bitumen & G.I limpet washers filled with white lead etc., complete, excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials {Building Work }
4725
529
2501840
P2;Providing and fixing A-Type trusses using Angle sections for top, bottom& inclined members, etc, fabrication of trusses, stanchions, heavy beams, girders including cost and conveyance of all materials cost of welding rods, power charges, etc including cost of fixing in position and all labour charges for erecting in position and fixing by using chain pulley blocks, Derek pole arrangements and cranes etc., complete in position etc. over heads and Contractors profit etc. complete. Final work will be as per approved drawings and directions of Engineer in Charge. {Building Work }
410
148835
61022617
P2;Supply and fixing of pre-painted steel top hung and fixed louvered ventilators made of pre - painted steel as per IS 513 of -0.58 mm thick 'D quality, galvanized as per IS 277, finish painted with a polyester paint & 4 mm pinhead glass for ventilators with EPDM Gasket with handle made of high grade aluminium powder coated and nylon receiver, corner brackets made of CRCA with Zinc Phosphate, Mullion caps made of glass filled nylon, frames fixed to the concrete /masonry wall by means of self expanding screws including 10 mm square guard bars with 6 pitch complete for finished item of work for (i) Ventilators: Top Hung 2 '-0 x 2'-0 (609.6x609.6mm) outer frame section size of 46mm x 52 mm shutter frame section size of 46mm x 46 mm and (ii) Ventilators: Top Hung 4 '-0 x 2'-0 (1219.2x609.6mm) outer frame section size of 46 x 52 m shutter frame section size of 46 x 46 mm Mullion section size of 46 x 70 mm and (iii) Ventilators: Top Hung 4 '-0 x 3'-0 (1219.2x914.4mm) outer frame section size of 46 x 52m m shutter frame section size of 46 x 46 mm Mullion section size of 46 x 70 mm {Building Work }
43
9393
403928
P2;Supply and fixing of pre-painted steel casement/openable windows base steel as per IS 513 of - 0.58 mm thick 'D quality, galvanized as per IS 277, finish painted with a polyester paint, section for outer frame of 46 x 52 mm section for shutter of 46 x 46 mm section for mullion 46 x 70 mm, and section for beading 18 x 25 mm panelled with 5 mm thick plain float glass fitted with EPDM gaskets, handle made of high grade aluminium powder coated frames fixed to the concrete /masonry wall by means of self expanding screws including 10 mm square guard bars @ 150 mm pitch for Windows: Double shutter for sizes 2'0 x 4'0 (609.6 x 1219.2 mm ) 3'-0 x 4'-0 (914.4mm x 1219.2 mm) without mullion section. {Building Work }
32
8566
274130
P2;Supply & Fixing of Powder Coated Mild Steel Hallow single rebate door frames manufactured using cold roll formed process steel sheet of 1.25 mm thick bright (Cold Rolled Close Annealed (CRCA) and profile size of 105 x 60 mm conforming to IS 4351 - 2003 including pretreatment, Galvanized as per IS:277, zinc phosphating finished with Thermosetting Polyurethane paint of Aliphatic Grade providing high levels of scratch resistance and durability/Epoxy polyester powder for powder coating paint thickness 60 ? 65 microns(Dry film thickness)Stainless Steel Ball Bearing Butt Hinges 3 mm thick fixed flush to the frame with Hinges, Base Ties, Holdfast Lugs, Mortar Guards, shock absorbers and provision for Tower Bolts, Aldrops, Lock & Strike plates etc. for both single and double shutter doors. {Building Work }
36
831
29940
P2;Supplying and fixing of false ceiling using Plaster of Paris Boards 12 mm thick with standard GI ceiling angles, sections perimeter channels including cost and conveyance of all materials and labour charges etc Complete {Building Work }
3915
537
2103921
P2;Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm Diameter nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special Spec: 1108 {Building Work }
192
5217
1001702
P2;Manufacture, supply and delivery of M.S Pipes conforming to IS:3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S.Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick. by shortcreting or gunetting duly providing wire mesh of size 50x50x3mm including laying and Joining, cost of all materials, labour charges, transportation to anywhere in T.G, but excluding all taxes including Cost of Laying, Jointing, Hydrostatic Filed Test, Pressure, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line after completion of Field Testing as directed by Engineer-in-Charge etc.,complete. 2900Mm Dia. MS Pressure Main (16mm Thick.)
6200
136410
845742434
P2;Manufacture, supply and delivery of M.S Pipes conforming to IS:3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S.Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick. by shortcreting or gunetting duly providing wire mesh of size 50x50x3mm including laying and Joining, cost of all materials, labour charges, transportation to anywhere in T.G, but excluding all taxes including Cost of Laying, Jointing, Hydrostatic Filed Test, Pressure, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line after completion of Field Testing as directed by Engineer-in-Charge etc.,complete. 2900Mm Dia. MS Pressure Main (14mm Thick.)
12200
119276
1455178668
P2;Manufacture, supply and delivery of M.S Pipes conforming to IS:3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S.Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick. by shortcreting or gunetting duly providing wire mesh of size 50x50x3mm including laying and Joining, cost of all materials, labour charges, transportation to anywhere in T.G, but excluding all taxes including Cost of Laying, Jointing, Hydrostatic Filed Test, Pressure, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line after completion of Field Testing as directed by Engineer-in-Charge etc.,complete. 2700Mm Dia. MS Pressure Main (12mm Thick.)
16900
94485
1596801232
P2;Manufacture, supply and delivery of M.S Pipes conforming to IS:3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S.Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick. by shortcreting or gunetting duly providing wire mesh of size 50x50x3mm including laying and Joining, cost of all materials, labour charges, transportation to anywhere in T.G, but excluding all taxes including Cost of Laying, Jointing, Hydrostatic Filed Test, Pressure, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line after completion of Field Testing as directed by Engineer-in-Charge etc.,complete. 2900mm Dia. MS Pressure Main (18mm Thick.)
5002
153566
768140033.16
P2;Manufacture, supply and delivery of M.S Pipes conforming to IS:3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S.Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick. by shortcreting or gunetting duly providing wire mesh of size 50x50x3mm including laying and Joining, cost of all materials, labour charges, transportation to anywhere in T.G, but excluding all taxes including Cost of Laying, Jointing, Hydrostatic Filed Test, Pressure, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line after completion of Field Testing as directed by Engineer-in-Charge etc.,complete. 2700Mm Dia. MS Pressure Main (14mm Thick.)
1097
110314
121014589.64
P2;Supply and erection of 2500 Dia. DI Butterfly Valves PN 10 with gear arrangement and with M.S Dismantiling Joints. { }
5
10299134
51495670
P2;Supply and erection of 600mm Dia. DI Scour Valves PN 10 with gear arrangement and with M.S Dismantiling Joints. { }
10
827410
8274105
P2;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 aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with all leads and lifts. {DAW }
1490
6127
9129588
P2;Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm Before compaction including cost of all materials, machinery, labour, all operations such as compacting to density control of not less than 90 percent or as stipulated using 2T roller etc., complete with all leads and all lifts. { PMW }
21
9
198
P2;Providing and fixing 20 x 20 x 75 cm size roughly dressed boundary / demarcation /chainage / arrow stones including cost of all materials, labour, engraving marks, fixing in position, murum filling etc., complete with all leads and all lifts. { PMW }
60
278
16703
P2;Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. { PMW }
183000
2
437370
P2;Painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted surfaces with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) cost of all materials, labour, scaffolding etc., complete with all leads and all lifts { GAW }
7618
642
4893498
P2;Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh metal surface for painting by sand blasting method as per specifications including cost of all materials, labour, machinery, scaffolding, etc., complete with initial lead for sand upto 1 km and all lifts. { GAW }
7618
799
6091352
P2;HOIST BRIDGE/ WITH TRESSELS Design, fabrication, supply, erection and commissioning of structural steel hoist bridge consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing, ladder etc., with all accessories for supporting rope drum hoist for operating barrage gates including cost of all materials, machinery, labour, welding, finishing, etc., complete as per specifications and drawings with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable seperately) { GAW }
8
159710
1277683
P2;Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for river sluice / canal sluice vent including cost of all materials, machinery, labour,welding ,aligning finishing seal fixing etc.with allleads and lifts, complete as per specifications andvapproved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) { GAW }
13
188298
2447874
P2;Design, fabrication, supply, erection, testing and commissioning of sliding type stoplog gate consisting of skin plate, horizontal and vertical girders, lifting hooks, bronze padded 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, 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. { GAW }
255
191048
48717317
P2;Design,fabrication, supply, erection and commissioning of electrically operated mono-rail hoist assembly consisting of electric motor, rope drum, gear system, wire rope with lifting attachment, festoon cabling etc., with all accessories for operating pump house stop-log gate including cost of all materials (excluding providing mono-rail hoist supporting structure and mono-rail with fixtures), machinery, labour, cleaning, greasing etc., complete as per specifications and approved drawings with all leads and lifts. { GAW }
562
227059
127607440
P2;Providing and constructing contraction joints by fixing 31 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and Lifts. { DAW }
187
826
154539
P2;Providing and constructing contraction joints by fixing 23 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts. { DAW }
665
328
218159
P2;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest,spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with all leads and all lifts. ( Cement content : 310 kg / cum with use of super plasticiser, { DAW }
8626
6153
53080522
P2;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 30 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Wearing coat including cost of all materials, labour, machinery,formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc.,complete with all leads and all lifts. { DAW }
407
6951
2829265
P2;Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with all leads and all lifts. { DAW }
8437
69089
582906256
P2;Excavation for foundation in hard rock of all toughness by Blasting including boulders above 1.2 m dia for Cut off trench, Toe wall & Toe Drain and other appurtenant works and placing the excavated rock neatly in dump area or stack yard including levelling as directed etc., complete with all leads and all lifts. { DAW }
3306
587
1942044
P2;Excavation for foundation in hard rock (including F&F rock) including boulders above 0.6 m upto 1.2 m dia. by controlled blasting and controlling fly rock by muffling arrangements for dam, spillway, intake structure and other appurtenant works and other open foundation works and placing the excavated material neatly in dump area or disposing off the same as directed by Engineer-in-charge. { DAW }
804360
495
398624729
P2;Excavation for foundation in hard rock (including HDR, F&F rock) including boulders above 0.6 m upto 1.2 m dia. for Cut off trench, Toe wall & Toe Drain and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with all leads and all lifts. { DAW }
208556
329
68760913
P2;Excavation for foundation in ordinary rock without blasting including boulders above 0.3 m upto 0.6 m dia for Cut off trench, Toe wall & Toe Drain and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with all leads and all lifts. { DAW }
262188
218
57261859
P2;Excavation for foundation in all kinds of soil including boulders upto 0.30 m diameter for Cut off trench, Toe wall & Toe Drain and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all leads and all lifts. { DAW }
457164
165
75843508
P2;Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with all leads and all lifts. { CCDW }
38
1519
57724
P2;Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts. { CCDW }
7
1906
13345
P2;Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with all leads and all lifts. { CCDW }
6573
595
3913959
P2;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with all leads and all lifts. { CCDW }
121870
7314
891376678
P2;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for troughs including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, etc., complete with all leads and all lifts. { CCDW }
3027
9098
27541250
P2;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for foundation filling & levelling course including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with all leads and all lifts. { CCDW }
8644
6280
54289765
P2;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns, beams & Slabs including cost of all materials, labour, machinery,formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc.,complete with all lead and all lifts..(Cement content: 400 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) { CCDW }
5051
10458
52826742
P2;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb, Hoist Platform including cost of all materials, labour, machinery,formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc.,complete with all leads and all lifts. { CCDW }
652
12172
7936209
P2;Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 30 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Approach Slab including cost of all materials, labour, machinery,formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc.,complete with all leads and all lifts. { CCDW }
4
8084
32340
P2;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials, labour, machinery,formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc.,complete with all leads and all lifts. { CCDW }
61
11576
706145
P2;Providing, fabricating and placing in position reinforcement steel bars for RCC works includingcleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,complete with all leads and all lifts. { CCDW }
1184
76153
90166170
P2;Excavation for Structures- Mechanical Means Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, 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. { CCDW }
102531
123
12712818
P2;Providing and Constructing 22.5 cm thick dry rubble stone pitching including cost of all materials,labour,hand packing,finishing etc.,complete ( rubble stones : 0.2475 cum/sqm) { CAW }
41699
541
22583344
P2;Supply of expansion joint filler board conforming to IS: 1838 for buildings, columns, beams and slabs 20mm THICK,complete with all leads and lifts etc complete for the finished item of work as per the approved drawings and as directed by the E.I.C { CAW }
24
126
3036
P2;Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes including cost of all materials, labour, drilling 8 mm dia holes etc. complete with all leads and lifts. { CAW }
196
253
49686
P2;Providing & constructing Sand filling below foudation including cost of all materials, machinery, labour, watering, ramming etc., complete with initial all leads and all lifts. { CAW }
6217
1439
8948004
P2;Providing and filling morrum/gravelly soil (CNS Soil) for foundation or around Pipe including breaking clods, spreading in layers of 10-15 Cm, watering , compaction by power roller to achieve density control of not less than 98 percent etc complete with all leads and all lifts. { CAW }
663918
105
70149576
P2;Providing semi-pervious / pervious casing embankment using soil from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour,all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/8 to 10 tonne power roller etc., complete with all leads and all lifts. { CAW }
1139
234
266982
P2;Providing Hearting Casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness , breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by sheep foot roller Vibratory Roller /8 to 10tonne power roller etc., complete with all leads and all lifts. { CAW }
1139
266
303999
P2;Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with all leads and all lifts. { CAW }
382955
280
107296332
P2;Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing ofbed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc.,complete with all leads and all lifts. { CAW }
618251
180
111371735
P2;Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals, seating embankment etc., including levelling bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc.,complete with all leads and lifts as per drawings and as directed by Engineer-in-Charge. { CAW }
147658
407
60211979
P2;Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc.,complete with all leads and all lifts. { CAW }
1217729
132
161507398
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