Irrigation And Cad Department has published Srlip Package No. 16 Srlip To Paleru Link Canal Earthwork Excavation, Formation Of Embankment And Cc Lining Including Construction Of Cm And Cd Works From Km. 62.700 Near Tippareddigudem (V) Of Thirumalayapalem (M) In Khammam District To Km. 76.925 Nea. Submission Date for this Tender is 20-05-2020. Canal Construction Tenders in KHAMMAM Telangana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06/05/2020 0 | I & CAD - Telangana-Chief Engineer Irrigation Projects Khammam | CORREGENDUM-1 | 20-05-2020 |
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | SRLIP to PALERU LINK CANAL Package No 16 | MoRTH | 4.00 | Sqm | 663.00 | 2652.00 |
| Supplying of hot applied thermoplastic road marking compound, 2.5mmthickincluding reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of2.5mm is exclusive of surface applied glass bead as per MoRTH Section 803.4 and IRC: 35-2015, the materialshould satisfy the requirements as per MoRTH specifications 803.4 and must comply with the following: a)White index for the product should be in the range of 60-70 when measured against standard reference. Theapplied panel 7/8 number must be submitted for checking up the white index in the department lab. In case thedepartment approves the white index of any vendor, the department engineer may carryout random checking ofthe applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and willcompell the vendor has to replace the full consignment by the desired material as per approved panel at his owncost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be testedas per BS3262, Part-1, 1989 and should pass at the range of \0\ degree centigrade to \-10\ degree centigrade D)Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) NightVision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in1986) and clause conforming to IRC 35-2015 and MoRTH Section 803.4 | ||||||
| 2 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 376.00 | Sqm | 659.00 | 247784.00 |
| Providing and fixing Tar felt joint filler board 20 mm thick (Mastic Pad).complete as per approved drawing or as directed by the engineer in charge. | ||||||
| 3 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 1980.00 | Rmt | 1185.60 | 2347488.00 |
| Providing and constructing protective railing consisting of in-situ railing posts of size 15 x15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre to centre in M-20 gradeconcrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos.of 8 mm dia main bars embedded in kerb concrete for a depth of 40 cm and 5 Nos. of 6 mmdia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primerand two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork,finishing, curing etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 4 | SRLIP to PALERU LINK CANAL Package No 16 | MoRTH | 168.00 | Cum | 2189.20 | 367786.00 |
| Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. | ||||||
| 5 | SRLIP to PALERU LINK CANAL Package No 16 | MoRTH | 18.00 | Cum | 7976.70 | 143581.00 |
| Providing 30mm thick compacted Bituminous Concrete with 100-120 TPH batch type hot mix plant/ 40-60 TPH hot mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-7 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge | ||||||
| 6 | SRLIP to PALERU LINK CANAL Package No 16 | MoRTH | 45.00 | Cum | 7239.20 | 325764.00 |
| Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant/ 40-60 TPH drum mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision) | ||||||
| 7 | SRLIP to PALERU LINK CANAL Package No 16 | MoRTH | 450.00 | Sqm | 9.20 | 4140.00 |
| Providing and applying tack coat with VG-10 (Bulk) using bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. | ||||||
| 8 | SRLIP to PALERU LINK CANAL Package No 16 | MoRTH | 450.00 | Sqm | 48.50 | 21825.00 |
| Providing and applying prime coat with bitumen Emulsion (SS1) (Bulk) using Emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 kgs per sqm using emulsion pressure distributtor for finished item of work as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-Charge. | ||||||
| 9 | SRLIP to PALERU LINK CANAL Package No 16 | MoRTH | 201.00 | Cum | 1937.90 | 389518.00 |
| Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. | ||||||
| 10 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 2448.00 | Cum | 56.20 | 137578.00 |
| 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 allmaterials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning and compacting each layer withoutwatering to density control of not less than 95 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. | ||||||
| 11 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 1012.00 | Nos | 110.20 | 111522.00 |
| Supply and Fixing of Guard Stones ( 1200 x 200 x 200 mm ) including cost and conveyance of all materials, labour charges etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 12 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 1036.00 | Rmt | 471.50 | 488474.00 |
| Supply and Fixing of PVC water stopper 310 mm wide including cost and conveyance of all materials, labour charges etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 13 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 1285.00 | Rmt | 252.40 | 324334.00 |
| 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 as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 14 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 203.00 | Rmt | 291.00 | 59073.00 |
| 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 approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 15 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 133.00 | Nos | 434.60 | 57802.00 |
| Conveying and fixing elastomeric bearing for spillway bridge including cleaning and preparing surface, mixing and applying adhesive, fixing bearing in correct position etc., including cost of all materials except bearings, machinery, labour etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 16 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 3434.00 | Sqm | 473.30 | 1625312.00 |
| Providing and Constructing 30 cm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 17 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 1941.00 | Nos | 210.90 | 409357.00 |
| 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 as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 18 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 191.00 | Nos | 2112.50 | 403488.00 |
| Providing & fixing of the drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MoRTH or as directed by the Engineer-in-Charge. | ||||||
| 19 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 1072.00 | Cum | 6878.40 | 7373645.00 |
| 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 as per the approved drawings or as directed by the Engineer-in-Charge. | ||||||
| 20 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 1100.00 | Cum | 6789.30 | 7468230.00 |
| 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 and approach slab 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 or as directed by the Engineer-in-Charge | ||||||
| 21 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 397.00 | Cum | 6331.50 | 2513606.00 |
| 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 or as directed by the Engineer-in-Charge | ||||||
| 22 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 27363.00 | Cum | 9461.90 | 258905970.00 |
| 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 Piers, abutments 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 or as directed by the Engineer-in-Charge | ||||||
| 23 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 9669.00 | Cum | 8650.80 | 83644585.00 |
| Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for troughs(SP) including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 24 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 14791.00 | Cum | 10574.70 | 156410388.00 |
| 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 as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 25 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 1444.00 | Cum | 7132.60 | 10299474.00 |
| 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 Sub-structure/super-structure including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 26 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 15567.00 | Cum | 6635.40 | 103293272.00 |
| 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, 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 approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 27 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 273.00 | Cum | 6971.90 | 1903329.00 |
| 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 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 approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 28 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 1464.00 | Cum | 5687.50 | 8326500.00 |
| 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, 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 approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 29 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 3961.00 | MT | 58546.90 | 231904271.00 |
| 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 as per the approved drawings or as directed by the Engineer-in-Charge | ||||||
| 30 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 3033.00 | Cum | 655.00 | 1986615.00 |
| Excavation in Hard rock of all toughness by blasting including boulders above 1.20 m for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area are disposing off the same as directed etc.,complete as per the approved drawings or as directed by the Engineer-in-Charge | ||||||
| 31 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 14858.00 | Cum | 440.80 | 6549406.00 |
| Excavation in Hard rock requiring blasting including boulders above 0.60 m upto 1.2 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area are disposing off the same as directed etc.,complete as per the approved drawings or as directed by the Engineer-in-Charge | ||||||
| 32 | SRLIP to PALERU LINK CANAL Package No 16 | MoRTH | 324.00 | Cum | 131.00 | 42444.00 |
| Excavation in ordinary rock (including HDR) 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 as per the approved drawings or as directed by the Engineer-in-Charge | ||||||
| 33 | SRLIP to PALERU LINK CANAL Package No 16 | MoRTH | 21864.00 | Cum | 102.70 | 2245433.00 |
| 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. depth upto 3 m complete finished item of work as per the approved drawings or as directed by the Engineer-in-Charge | ||||||
| 34 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 14357.00 | Nos | 941.20 | 13512808.00 |
| Providing and fixing 25 mm dia. 2.75 m long ribbed steel anchor rods with one end split and driven firmly using steel wedge into 1.25 m deep 45 to 50 mm dia. hole drilled in bed rock and other end provided with L- bend for embedding in concrete / masonry for spillway and appurtenant works including drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod, cost of all materials, machinery, labour, steel wedge etc., complete as per approved drawing or as directed by the Engineer-in-charge. For canal slopes wherever required in F&F and HR. | ||||||
| 35 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 229840.00 | Sqm | 1513.70 | 347908808.00 |
| Shortcreting in two layers (each layer+38 mm thickness) for slabs duly fixing chain weld wire mesh 100 x 100x5 mm in between the two layers including cost and conveyance of all materials, labour charges, all heads, lifts, centering, scaffolding, machine mixing, laying concrete with shortcrete machine etc. complete as per specification and as directed by Engineer-in-Charge. For canal slopes in F&F and HR reaches. | ||||||
| 36 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 4004.00 | Nos | 1917.00 | 7675668.00 |
| Providing and fixing 90 mm dia perforated GI Pressure relief pipes 43 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in HR area slope portion including excavation in HR ,providing coarse sand,graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe,cost and conveyance of all materials,cost and conveyance of labour etc complete as per approved drawing or as directed by the Engineer-in-charge. ( For BED) | ||||||
| 37 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 212.00 | Nos | 1878.30 | 398200.00 |
| Providing and fixing 90 mm dia perforated GI Pressure relief pipes (PRV) 43 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in F&F rock area slope portion including excavation in F&F rock,providing coarse sand,graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe,cost and conveyance of all materials,cost and conveyance of labour etc complete as per approved drawing or as directed by the Engineer-in-charge. ( For BED) | ||||||
| 38 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 314.00 | Nos | 1850.10 | 580931.00 |
| Providing and fixing 90 mm dia perforated GI Pressure relief pipes 43 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in slope portion including excavation in ordinary rock (including HDR), providing coarse sand, graded metal 5 to 20 mm,graded metal 20 to 40 mm, providing 160mm dia pvc perforated pipe, cost and conveyance of all materials, cost and conveyance of labour etc complete as per approved drawing or as directed by the Engineer-in-charge. ( For BED) | ||||||
| 39 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 308.00 | Nos | 1836.20 | 565550.00 |
| Providing and fixing 90 mm dia perforated GI Pressure relief pipes 43 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in all soils area slope portion including excavation in all soils,providing coarse sand,graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe,cost and conveyance of all materials,cost and conveyance of labour etc complete as per approved drawing or as directed by the Engineer-in-charge. ( For BED) | ||||||
| 40 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 8568.00 | Nos | 2096.80 | 17965382.00 |
| Providing and fixing 90 mm dia perforated GI Pressure relief pipes 75 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in HR rock area slope portion including excavation in HR rock ,providing coarse sand,graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe,cost and conveyance of all materials,cost and conveyance of labour etc complete as per approved drawing or as directed by the Engineer-in-charge.( For Side Slopes) | ||||||
| 41 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 456.00 | Nos | 2058.00 | 938448.00 |
| Providing and fixing 90 mm dia perforated GI Pressure relief pipes 75 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in slope portion including excavation in F&F rock, providing coarse sand,graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe, cost and conveyance of all materials,cost and conveyance of labour etc complete as per approved drawing or as directed by the Engineer-in-charge.( For Side Slopes) | ||||||
| 42 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 672.00 | Nos | 2029.80 | 1364026.00 |
| Providing and fixing 90 mm dia perforated GI Pressure relief pipes 75 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in slope portion including excavation in ordinary rock (including HDR), providing coarse sand, graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe,cost and conveyance of all materials,cost and conveyance of labour etc complete as per approved drawing or as directed by the Engineer-in-charge. (For Side Slopes) | ||||||
| 43 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 672.00 | Nos | 2016.00 | 1354752.00 |
| Providing and fixing 90 mm dia perforated GI Pressure relief pipes 75 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in all soils area slope portion including excavation in all soils, providing coarse sand,graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe,cost and conveyance of all materials,cost and conveyance of labour etc complete as per approved drawing or as directed by the Engineer-in-charge.( For Side Slopes) | ||||||
| 44 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 8000.00 | Rmt | 2261.20 | 18089600.00 |
| Laying, Longitudinal and Transverse drains of Size 500 x 1700 x 600 mm as per the approved drawing including excavation in bed in Hard Rock, filling coarse sand in periphery, 5-20mm graded metal, 20-40 mm graded metal,placing of 160 mm dia perforated pvc pipe , porous plug of size 90 mm dia, 430 mm long at junctions, tar paper over the drain to prevent clogging, including cost and conveyance of all materials, hire charges of machinery, dewatering, cost of all consumables etc at site of work complete as per approved drawing and as directed by Engineer- in- charge. | ||||||
| 45 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 420.00 | Rmt | 2190.70 | 920094.00 |
| Laying, Longitudinal and Transverse drains of Size 500 x 1700 x 600 mm as per the approved drawing including excavation in bed in F&F, filling coarse sand in periphery, 5-20mm graded metal, 20-40 mm graded metal,placing of 160 mm dia perforated pvc pipe , porous plug of size 90 mm dia, 430 mm long at junctions, tar paper over the drain to prevent clogging, including cost and conveyance of all materials, hire charges of machinery, dewatering, cost of all consumables etc at site of work complete as per approved drawing or as directed by Engineer- in- charge. | ||||||
| 46 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 620.00 | Rmt | 2139.40 | 1326428.00 |
| Laying, Longitudinal and Transverse drains of Size 500 x 1700 x 600 mm as per the approved drawing including excavation in bed in HDR, filling coarse sand in periphery, 5-20mm graded metal, 20-40 mm graded metal,placing of 160 mm dia perforated pvc pipe , porous plug of size 90 mm dia, 430 mm long at junctions, tar paper over the drain to prevent clogging, including cost and conveyance of all materials, hire charges of machinery, dewatering, cost of all consumables etc at site complete as per approved drawing and as directed by Engineer- in- charge. | ||||||
| 47 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 620.00 | Rmt | 2114.30 | 1310866.00 |
| Laying, Longitudinal and Transverse drains of Size 500 x 1700 x 600 mm as per the approved drawing including excavation in bed in all soils, filling coarse sand in periphery, 5-20mm graded metal, 20-40 mm graded metal,placing of 160 mm dia perforated pvc pipe , porous plug of size 90 mm dia, 430 mm long at junctions, tar paper over the drain to prevent clogging, including cost and conveyance of all materials, hire charges of machinery, dewatering, cost of all consumables etc at site of work complete as per approved drawing and as directed by Engineer- in- charge. | ||||||
| 48 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 273.00 | Rmt | 76.30 | 20830.00 |
| 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. | ||||||
| 49 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 124413.00 | Rmt | 25.60 | 3184973.00 |
| Privinding and forming 35 mm wide and 10mm thick construction / contraction joints for concrete lining by mastic filler including cost of all materails labour etc. complete as per approved drawing or as directed by the Engineer-in-charge. | ||||||
| 50 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 1629.00 | Cum | 5688.30 | 9266241.00 |
| 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 (for sleepers, steps, Cutoff walls & 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. | ||||||
| 51 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 280871.00 | Sqm | 674.70 | 189503664.00 |
| Providing and laying 100mm 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 cylindertype mechanical paver including cost of all materials, machinery, labour, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint seiling strips, curing,shifting of paver from one side of canal to other side of canal etc.complete as per approved drawing or as directed by the Engineer-in-Charge.(In Bed) | ||||||
| 52 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 112.00 | Nos | 1328.20 | 148758.00 |
| 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 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 as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 53 | SRLIP to PALERU LINK CANAL Package No 16 | SS | 26.00 | Nos | 1677.90 | 43625.00 |
| 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, cost of all materials, labour, finishing, curing etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 54 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 17781.00 | Cum | 6.60 | 117355.00 |
| 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 compactingto density control of not less than 90 percent or as stipulated using 2T roller etc., complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 55 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 17292.00 | Cum | 244.40 | 4226165.00 |
| Providing hearting / casing embankment with homogeneous soil from excavated soils 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. | ||||||
| 56 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 17292.00 | Cum | 186.60 | 3226687.00 |
| Providing hearting / casing embankment with homogeneous soil from excavated soils 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. | ||||||
| 57 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 117400.00 | Cum | 478.30 | 56152420.00 |
| Excavation in hard rock of all toughness including boulders above 1.2 m dia. by controlled blasting methods for canals, cut-off trench of embankment etc., including controlling by fly-rock by muffling arrangements such as placing 50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring ground vibrations at specified locations, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area or ther place as directed etc.,complete as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 58 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 5108158.00 | Cum | 329.20 | 1681605614.00 |
| 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 as per approved drawing or as directed by the Engineer-in-Charge. | ||||||
| 59 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 4 | 2084822.00 | Cum | 222.30 | 463455931.00 |
| 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. | ||||||
| 60 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 3230433.00 | Cum | 144.60 | 467120612.00 |
| 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. | ||||||
| 61 | SRLIP to PALERU LINK CANAL Package No 16 | APSS No.301,308, 33,34 of PS to APSS & SS 3 | 4273641.00 | Cum | 106.50 | 455142767.00 |
| 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. | ||||||
| 62 | SRLIP to PALERU LINK CANAL Package No 16 | APSS 201 & SS 2 | 2190650.00 | Sqm | 1.90 | 4162235.00 |
| 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 as per approved drawing or as directed by the Engineer-in-Charge. |
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