Irrigation And Cad Department has published Srlip - Package No.12 - Sathupally Trunk - Earthwork Excavation, Forming Embankment And Construction Of Cm & Cd Works, Cc Lining For Formation Of Palavagu Branch Canal From Km.1.925 Near Gandugulapally (V) To Km. 13.500 Near Arlapenta (V), Gollagudem . Submission Date for this Tender is 12-05-2020. Canal Construction Tenders in BHADRADRI KOTHAGUDEM Telangana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 29/04/2020 0 | I & CAD - Telangana-Chief Engineer Irrigation Projects Khammam | CORRIGENDUM-4 | 12-05-2020 |
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | package 12 | SS | 1174.00 | Sqm | 511.50 | 600501.00 |
| Painting of embedded metal parts and all types of gates, stoplogs etc., on sand blasted clean surfaces with one coat of inorganic zinc silicate (airless spray preferred) 70 +/- 5 microns 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 as per specifications or directed by Engineer-in-Charge. | ||||||
| 2 | package 12 | SS | 1174.00 | Sqm | 788.10 | 925229.00 |
| Cleaning gates / hoists / embedded parts / lifting beams etc, to expose fresh metal surface for painting by sand blasting method including cost of all materials, labour, machinery, scaffolding etc., complete for finished item of work as per specifications or as directed by Engineer-in-Charge. | ||||||
| 3 | package 12 | APSS No.403,126 & IS 1786 | 11.00 | MT | 105861.20 | 1164473.00 |
| Fabrication, supply, erection and commissioning of 1 metre wide walkway connecting spillway piers / abutments at trunnion platform level including cost of all materials, machinery, labour, cutting, welding etc, complete as per specifications and approved drawings or directed by Engineer-in-Charge. | ||||||
| 4 | package 12 | APSS No.403,126 & IS 1786 | 14.00 | MT | 120354.20 | 1684959.00 |
| 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 approved drawings or directed by Engineer-in-Charge. | ||||||
| 5 | package 12 | APSS No.403,126 & IS 1786 | 5.00 | MT | 175434.70 | 877174.00 |
| Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog etc., with all accessories for spillway stop log gates and other vertical lift elements including cost of all materials, elements machinery, labour, etc., complete as per specifications and approved drawings or directed by Engineer-in-Charge. | ||||||
| 6 | package 12 | APSS No.403,126 & IS 1786 | 84.00 | MT | 144994.30 | 12179521.00 |
| Design, fabrication, supply, erection, testing and commissioning of vertical lift gates and stoplog gate elements, consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks/bearings, guide shoes, rubber seals, clamps etc., with all accessories including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings or directed by Engineer-in-Charge. | ||||||
| 7 | package 12 | SS | 21.00 | Each | 159429.20 | 3348013.00 |
| Supply, fixing, erecting and commisioning of Zero velocity valves to the existing pipe lines with MS fabricated body with plain ends including cost of all materials, machinery, conveyance, labour etc., complete as per specification or as directed by the Engineer- in Charge. | ||||||
| 8 | package 12 | SS | 21.00 | Each | 128590.20 | 2700394.00 |
| Supply, fixing, erecting and commisioning of air valves to the existing pipe lines including cost of all materials, machinery, conveyance, labour etc., complete as per specification or as directed by the Engineer- in Charge. | ||||||
| 9 | package 12 | SS | 48579.00 | Cum | 74.10 | 3599704.00 |
| Excavation in all kinds of soil including boulders upto 0.30 m dia for (silt removal) desilting in tank bed area including cost of all materials, machinery, labour, placing the excavated stuff for formation of service road/embankment as directed by the Engineer-in-Charge. etc., complete, for finished item of work. | ||||||
| 10 | package 12 | SS | 36.00 | Each | 1172.20 | 42199.00 |
| Laying and jointing 1200 mm dia. NP- 2 class or IRC standard Hume Pipes in CM 1 : 2 proportion by volume including cost of all materials (excluding pipes and collars), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete as per specification or as directed by the Engineer-in-Charge. | ||||||
| 11 | package 12 | SS | 180.00 | Rmt | 6679.10 | 1202238.00 |
| Manufacture, Supply and Delivery of 1200 mm dia. Socket and Spigot (NP- 2) class or IRC standard Hume Pipes including cost of all materials, machinery, labour charges etc., complete as per specification or as directed by the Engineer-in-Charge. | ||||||
| 12 | package 12 | APSS No.403,126 & IS 1786 | 20.00 | Each | 52866.00 | 1057320.00 |
| Manufacture, Supply and fixing of S.G. Shutter of size 1.2x1.2 Mtrs. making in 50x50x6mm angular frame welded to 6mm thick MS plate and centre supporting angulars, Guide frame and plotform channels of 100x50mm size and CI gear box with inter locking system, suitable CI nuts, Bolts and 50mm dia M.S. screw rod of length 3 mtrs. including threading of length 1.80 Mtrs, handle and total system painted with red oxide primer, transportaion and fixing charges etc, complete as per specification and approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 13 | package 12 | SS | 48.00 | Each | 930.60 | 44669.00 |
| Laying and jointing 1000 mm dia. NP- 2 class or IRC standard Hume Pipes in CM 1 : 2 proportion by volume including cost of all materials (excluding pipes and collars), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete as per specification or as directed by the Engineer-in-Charge. | ||||||
| 14 | package 12 | SS | 240.00 | Rmt | 5098.50 | 1223640.00 |
| Manufacture, Supply and Delivery of 1000 mm dia. Socket and Spigot (NP- 2) class or IRC standard Hume Pipes including cost of all materials, machinery, labour charges etc., complete as per specification or as directed by the Engineer-in-Charge. | ||||||
| 15 | package 12 | APSS No.403,126 & IS 1786 | 3.00 | Each | 47635.00 | 142905.00 |
| Manufacture, Supply and fixing of S.G. Shutter of size 1.0x1.0 Mtrs. making in 50x50x6mm angular frame welded to 6mm thick MS plate and centre supporting angulars, Guide frame and plotform channels of 100x50mm size and CI gear box with inter locking system, suitable CI nuts, Bolts and 50mm dia M.S. screw rod of length 3 mtrs. including threading of length 1.80 Mtrs, handle and total system painted with red oxide primer, transportaion and fixing charges etc, complete as per specification and approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 16 | package 12 | SS | 12.00 | Each | 840.30 | 10084.00 |
| Laying and jointing 900 mm dia. NP- 2 class or IRC standard Hume Pipes in CM 1 : 2 proportion by volume including cost of all materials (excluding pipes and collars), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete as per specification or as directed by the Engineer-in-Charge. | ||||||
| 17 | package 12 | SS | 60.00 | Rmt | 4299.30 | 257958.00 |
| Manufacture, Supply and Delivery of 900 mm dia. Socket and Spigot (NP- 2) class or IRC standard Hume Pipes including cost of all materials, machinery, labour charges etc., complete as per specification or as directed by the Engineer-in-Charge. | ||||||
| 18 | package 12 | APSS No.403,126 & IS 1786 | 7.00 | Each | 40211.00 | 281477.00 |
| Manufacture, Supply and fixing of S.G. Shutter of size 0.75x0.75 Mtrs. making in 50x50x6mm angular frame welded to 6mm thick MS plate and centre supporting angulars, Guide frame and plotform channels of 100x50mm size and CI gear box with inter locking system, suitable CI nuts, Bolts and 50mm dia M.S. screw rod of length 3 mtrs. including threading of length 1.50 Mtrs, handle and total system painted with red oxide primer, transportaion and fixing charges etc, complete as per specification and approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 19 | package 12 | SS | 85.00 | Each | 605.70 | 51485.00 |
| Laying and jointing 600 mm dia. NP- 2 class or IRC standard Hume Pipes in CM 1 : 2 proportion by volume including cost of all materials (excluding pipes and collars), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete as per specification or as directed by the Engineer-in-Charge. | ||||||
| 20 | package 12 | SS | 303.00 | Rmt | 1980.90 | 600213.00 |
| Manufacture, Supply and Delivery of 600 mm dia. Socket and Spigot (NP- 2) class or IRC standard Hume Pipes including cost of all materials, machinery, labour charges etc., complete as per specification or as directed by the Engineer-in-Charge. | ||||||
| 21 | package 12 | SS | 1369.00 | Rmt | 4064.00 | 5563616.00 |
| Drilling 76 mm dia (NX) core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface for Primary and Secondary Holes as per specification or directed by Engineer-in-Charge. | ||||||
| 22 | package 12 | SS | 342.00 | Each | 2114.90 | 723296.00 |
| Supply and providing of Drainage spouts including cost of all materials and labour charges etc complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 23 | package 12 | SS | 4220.00 | Each | 110.20 | 465044.00 |
| Supply and Fixing of Guard Stones (1200 x 200 x 200 mm) including cost and conveyance of all materials, labour charges with all leads and lifts complete for finished item of work as per specification or directed by Engineer-in-Charge. | ||||||
| 24 | package 12 | SS | 3279.00 | Sqm | 332.90 | 1091579.00 |
| Supply of expansion joint filler board conforming to IS: 1838 for buildings, columns, beams and slabs 20mm thick, complete for the finished item of work as per specification or as directed by the Engineer-in-Charge. | ||||||
| 25 | package 12 | SS | 1138.00 | Rmt | 471.50 | 536567.00 |
| Supply and Fixing of PVC water stopper 310 mm wide including cost and conveyance of all materials, labour charges with all leads and lifts complete for finished item of work as per specification or directed by Engineer-in-Charge. | ||||||
| 26 | package 12 | SS | 12277.00 | Sqm | 534.60 | 6563284.00 |
| Providing and Constructing 30 cm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete (rubble stones : 0.33 cum/sqm) as per the approved drawing and as directed by the Engineer-in-Charge. | ||||||
| 27 | package 12 | SS | 6166.00 | Rmt | 282.90 | 1744361.00 |
| Providing and constructing 100 mm dia PVC pipe weep holes for concrete / masonry walls including providing 20 x 20 x 20 cm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 10 cm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 28 | package 12 | APSS No.403,126 & IS 1786 | 5344000.00 | Kg | 54.97 | 293748992.00 |
| Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete for the finished item of work as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 29 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 128.00 | Cum | 6447.50 | 825280.00 |
| Providing and laying insitu M-35 (28 days cube compressive strength not less than 35 N/sqmm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete for the finished item of work as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 30 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 1194.00 | Cum | 6358.30 | 7591810.00 |
| Providing and laying insitu M-30 (28 days cube compressive strength not less than 30 N/sqmm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete for the finished item of work as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 31 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 7830.00 | Cum | 10185.30 | 79750899.00 |
| 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 Pier Cap, Bed Blocks, Deck slab including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 32 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 9368.00 | Cum | 10143.70 | 95026182.00 |
| 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 Kerbs, Troughs, Deck slab including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for the finished item of work as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 33 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 6106.00 | Cum | 9031.00 | 55143286.00 |
| 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 Abutments, Piers and Pier foundations including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for the finished item of work as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 34 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 1011.00 | Cum | 7117.80 | 7196096.00 |
| 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 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 as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 35 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 911.00 | Cum | 5900.60 | 5375447.00 |
| Providing and laying insitu M-20 (28 days cube compressive strength not less than 20 N/sqmm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 36 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 589.00 | Cum | 7818.90 | 4605332.00 |
| 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 small culverts span upto 2 mts including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 37 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 1032.00 | Cum | 8614.90 | 8890577.00 |
| 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 columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 38 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 4019.00 | Cum | 6701.70 | 26934132.00 |
| 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 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 as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 39 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 1180.00 | Cum | 6177.80 | 7289804.00 |
| 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 foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 40 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 48734.00 | Cum | 6344.50 | 309192863.00 |
| 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 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 for the finished item of work as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 41 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 16792.00 | Cum | 5743.30 | 96441494.00 |
| 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 for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 42 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 692.00 | Cum | 5261.80 | 3641166.00 |
| 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 aggregates for levelling course including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 43 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 2113.00 | Cum | 5032.40 | 10633461.00 |
| Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than10 N/sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for levelling course including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 44 | package 12 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 147017.00 | Cum | 131.00 | 19259227.00 |
| Excavation in ordnary rock without blasting for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete for the finished item of work as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 45 | package 12 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 194220.00 | Cum | 102.70 | 19946394.00 |
| Excavation for structures - Mechanical means - Earth work in excavation in all kinds of soils for 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 (depth upto 3m), complete, for the finished item of work as per the approved drawings and as directed by the Engineer-in-Charge. | ||||||
| 46 | package 12 | SS | 384.00 | Rmt | 76.30 | 29299.00 |
| Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 47 | package 12 | SS | 481135.00 | Rmt | 25.10 | 12076489.00 |
| Providing and forming 35 mm wide and 10 mm thick construction / contraction joints for concrete lining by mastic filler including cost of all materials, labour etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 48 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 6001.00 | Cum | 5730.60 | 34389331.00 |
| Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than15 N/sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal (75 mm thick) including finishing the junction of bed and sides to required curvature, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete (manual lining) as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 49 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 633992.00 | Sqm | 494.60 | 313572443.00 |
| Providing and laying 75mm thick 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 aggregates for bed and side lining of canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, batching, mixing and placing in position, forming contraction joints, fixing pvc joint sealing strips, shifting of paver from one side of canal to other side etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 50 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 33795.00 | Each | 623.20 | 21061044.00 |
| Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size 600x600x750 mm in size including excavation of drains and cost of procuring of all materials as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 51 | package 12 | SS | 112060.00 | Rmt | 827.90 | 92774474.00 |
| Providing Longitudinal drains and Transverse drains of Size 600 x 600 x 750 mm in Bed and filling with 12 mm to 40 mm HG machine crushed metal and sand in bed including excavation of drains and cost of procuring all materials as per approved drawing or as directed by Engineer-in-charge. | ||||||
| 52 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 500.00 | Cum | 5339.50 | 2669750.00 |
| 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 for foundation filling/ levelling course/ Sleepers / Profile Walls including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 53 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 5260.00 | Cum | 5340.30 | 28089978.00 |
| 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 for foundation filling/ levelling course/ Sleepers / Profile Walls including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 54 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 1272.00 | Each | 1284.70 | 1634138.00 |
| 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 ofsize 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 including cost of all materials, labour, finishing, curing etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 55 | package 12 | APSS No.108,110,126,129,309,402, IS 456 & SS 7 | 53.00 | Each | 1634.40 | 86623.00 |
| 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 including cost of all materials, labour, finishing, curing etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 56 | package 12 | APSS No.301,302,303,308, 33,34 of PS to APSS & SS 3 | 58985.00 | Cum | 22.90 | 1350757.00 |
| Providing semi-pervious/pervious casing embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting out, spreading, breaking clods, sectioning, watering etc., complete for dowel bank as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 57 | package 12 | APSS No.301,302,303,308, 33,34 of PS to APSS & SS 3 | 266387.00 | Cum | 87.50 | 23308863.00 |
| Providing semi-pervious / pervious casing hearting embank-ment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layerto 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 as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 58 | package 12 | APSS No.301,302,303,308, 33,34 of PS to APSS & SS 3 | 407855.00 | Cum | 200.50 | 81774928.00 |
| 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 10 tonne power roller etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 59 | package 12 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 629101.00 | Cum | 342.70 | 215592913.00 |
| Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for canals, seating of embankment, etc., including levelling the 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 as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 60 | package 12 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 345946.00 | Cum | 222.30 | 76903796.00 |
| 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 as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 61 | package 12 | APSS No.301,308, 33,34 of PS to APSS & SS 4 | 4728212.00 | Cum | 144.60 | 683699455.00 |
| 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 of bed 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 as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 62 | package 12 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 1765825.00 | Cum | 106.50 | 188060363.00 |
| 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 as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 63 | package 12 | APSS 201 & SS 2 | 3079550.00 | Sqm | 1.90 | 5851145.00 |
| Clearing thin jungle growth (less 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, as directed by the Engineer-in-Charge. |
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