Sardar Sarovar Narmada Nigam Limited Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 1,062Tender Fee
Refer Documents
Summary
Annual Maintenance Rates For Operation, Maintenance And Repair Works Of Morbi Branch Canal Ch 59.080 Km To 118.600 Km And It’s Network Of Distributaries & Minors (2nd Attampt)
Description
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Contact
Tender Id
554570Tender No
Tender Notice No- 05 2022-23Tender Authority
Sardar Sarovar Narmada Nigam Limited ViewPurchaser Address
-Website
http://http://sardarsarovardam.org/
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Documents
BOQ Items
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(II) M 20 grade.(1:1,5:3)
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11)315 mm dia
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(f) NP-3 class 1050 mm dia pipe(As per RA 14f)
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Removing and destroying the thick (typha) ‘Gha - Bajaria’ from the canal bed under the water pooi including carrying it away as directed and burning the etc. Complete. (i) Branch Canals
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Providing and laying dry rubble pitching of various thickness to required grade including trimming of earth work, hand packing the interstices with spauls, filling earth in interstices pannelling complete for all leads and lifts. (a) 300 MM THICK
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(b) Lead beyond 50m & upto 150 rn
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3)125 mm dia
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Providing 15 KVA generator set (with fuel & operator) on canal site
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(b) NP-2 class 300 mm dia pipe
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Earthwork in embankment using selected soil. soft & hard murrum excavated from approved borrow area / village tanks etc. including royalty charges, conveying, spreading in uniform layers, breaking clods and dressing to the designed canal section etc. with lead upto 1 km and all lift. (For Canals having capacity beyond 8.5 cumecs)
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Providing Tractor with trolly and pawada (with fuel & operator) on canal site.
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Labour charges for repairing of leakage in PVC Pipeline of folling dia meter at different places including necessary excavation manually or by mechanise excavation ,dewatering removing of mud,cleaning of pipe and leackage portion,cutting the pipeline &removing piece of pipe from trench with inclusive of mechanical devices JCB,Hydra/crain if necessary &labours required with providing material such couplers,solution etc..comp.(incl.all material but Exclu.cost of pipe). 1) 90 mm dia
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(f) NP-2 class 900 mm dia pipe
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(iii) lead 45 m& lift 3.00 m to 4.50 m
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Providing & laying plain I reinforced ordinary portland cement concrete of various grade (nominal mix) with cement, sand, and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete. (MANNUALLY WITH CONVENTIONAL MIXER) (EXCLUDING DEWATERING) (C) Footing of columns of piers & abutments, Piers, abutments, pier cap, abutmemt cap, wingwalls headwalls, returnnwall, etc. (I) M 10 grade.(1:3:6)
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Providing & laying plain I reinforced ordinary portland cement concrete of various grade (nominal mix) with cement, sand, and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete. (MANNUALLY WITH CONVENTIONAL MIXER) (EXCLUDING DEWATERING) (A) Foundation (i) M 7.5 grade.(1 :4:8)
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(b) Asphalt road
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Providing JCB machine (with fuel & operator) on canal site for earthwork of any kind.
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6) 180 mm dia
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Providing and fixing in position (different diameter) I.S., NP-3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion, using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. (a) NP-3 class 300 mm dia pipe (As per RA 14a)
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Providing Hydraulic excavator Ex 200 LC machine (with fuel & operator) on canal site for earthwork of any kind.
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(1) Extra lead charges for the excavated stuff to be deposited in spoils without breaking clods but laying in layers, dressing etc. complete. (2) Extra lead charges for earthwork in embankment from borrowpits in all sorts of soils & soft murrum for lifts as specified and leads as under. CANAL HAVING CAPACITY UPTO 1.50 CUMECS (a) Lead beyond 50m & upto 100m.
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Providing and filling the polysulphide joint sealent of the approved make in the expansion and contraction joints in the cc. lining including clearing the joints with air water jet.
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8)225 mm dia
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(G) 12.5 cm thick lining in slope
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5)160 mm dia
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(II) M 20 grade.(1:1,5:3)
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9) 250 mm dia
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2) 110 mm dia
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(b) 450 MM THICK
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Providing unskilled labour
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Providing 8 to 10 tonne capacity roller on canal site (with fuel & operator)
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Providing & laying empty cement bags filled with good selected earth I soil including stiching and laying as and where directed including all cost of material and labour.
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8)225 mm dia
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(b)Lift 1.5 to 3.0 m depth.
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Providing water tanker having 4000 litre capacity with water including sprinkling as and where as directed on canal site (with fuel & operator)
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(c) NP-3 class 600 mm dia pipe(As per RA 14c)
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Clearing silt from canal bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly to spoil bank for utilising the same for preparing banks after breaking clods as and where directed for varying lead & lifts. (a) For canals above (500 cusecs) 14.17 cumecs. (i) lead 45 m & lift 3.00 m to 4.50 m.
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(8) 10 cm thick lining in bed
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10)280 mm dia
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(H) 15 cm thick lining in slope
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Providing and fixing in position (different diameter) NP2 R.C.C. pipe with collar including fillng and caulking the joints with cement mortar 1:1 proportion, finishing, curing etc. complete for all leads and lifts. (a) NP-2 class 225 mm dia pipe
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(iii) lead 45 m& lift 3.00 m to 4.50 m
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(ii) M 15 grade. (1:2:4)
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Providing and laying plain / reinforced cement concrete lining of M-15 (C.C.1:2:4 Nominal Mix) grade in bed, side slopes and curvature including batching, mixing, transporting, placing, vibrating, smooth finishing, curing including dewateringhere required. (MANUALLY WITH CONVENTIONAL MIXER) (A) 7.5 cm thick lining in bed
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Conveying the excavated stuff for extra leads and utilising it in canal embankment in layers of specified thickness as directed including breaking clods, dressing as per design section etc. complete for lifts as specified & lead as under. CANAL HAVING CAPACITY UPTO 1.50 CUMECS (a) Lead beyond 50m & upto 100m.
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3)125 mm dia
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Clearing the canal land width including removing the tress up to 0.50 m. girth, bushes, shrubs etc. including depositing the materials outside the canal land width as directed etc. complete.
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(c) WBM road
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Clearing silt from canal bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly to spoil bank for utilising the same for preparing banks after breaking clods as and where directed for varying lead & lifts. (b) For canals below (20 cusecs) 0.56 cumecs (i) lead 45 m& lift 1.50 m
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Dismentalling the existing road surface including disposing off the dismentalled materials and stacking the usefull materal as directed (a) Cement concrete road
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(E) 7.5 cm thick lining in slope
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Providing & Fixing computerised Guage Patta manufactured from P.V.C. radium sheet 23Cm wide on gates of structures of branch canal including cost of material, printing charges & fixing the same near embedded parts of gates as directed complete.
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7) 200 mm dia
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(d) NP-3 class 750 mm dia pipe(As per RA 14d)
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Clearing silt in form of slushy and muddy condition from canal structure for following discharge by digging the same to the required level and gradient including depositing the excavated earth regularly in spoil bank for utilisirig the same for preparing banks after breaking clods as and where directed for varying leads and lifts. (a) For canal structures having discharge above (500 cusecs) 14.17 cumecs. (i) lead 45 m& lift 1.50 m
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(c) Lead beyond 50m & upto 250 rn.
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(ii) Distributory and minors.
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(C) 15 cm thick lining in bed
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(ii)M10 grade(1:3:6)
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(ii) lead 45 m& lift 1.50 m to 3.00 m
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(D) 20 cm thick lining in bed
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10)280 mm dia
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Repairing of leakage pipe joints including filling arid caulking the joint with cement mortar propo. 1:1 ,finishing ,curing etc. complete with all lead & lifts.
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6) 180 mm dia
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Additional rate for conveying the excavated stuff available from canal cutting/Borrow area/Village tank for all lifts and leads as follows. (a) Additional in basic charges for lead beyond 1 km but upto 2 km.
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(g) NP-3 class 1200 mm dia pipe(As per RA 14g)
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Providing and laying polythelene film of 100 micron (400 guage) in bed and slopes of canal at the required level including providing and spreading sand layer of 20 mm thick below polythelene film etc. complete.
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Providing cement plaster in thickness and proportion as under including, smooth finishing, curing, scaffolding etc. complete for all leads and lifts. Cement mortar 1:3 proportion. (a ) 20 mm thick. (As per RA 15(a))
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(II) M 20 grade.(1:1,5:3)
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(h) NP-2 class 1200 mm dia pipe
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Filling the rain cuts using selected soil, soft & hard murrum excavated from approved borrow area / village tanks etc. Including royalty charges, conveying, spreading in uniform layers, breaking clods and dressing to the designed canal section etc. with lead upto 1 km and all lifts.
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(b) NP-3 class 450 mm dia pipe(As per RA 14b)
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(ii) M 20 grade. (1:1.5:3)
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Clearing silt from canal bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly to spoil bank for utilising the same for preparing banks after breaking clods as and where directed for varying lead & lifts. (a) For canals between (20 to 250 cusecs) 0.56 to 7.00 cumecs. (i) lead 45 m& lift 1.50 m
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(e) NP-3 class 900 mm dia pipe(As per RA 14e)
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2) 110 mm dia
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5)160 mm dia
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9) 250 mm dia
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Below water table
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(iii) lead 45 m& lift 3.00 m to 4.50 m
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(Ill) M 20 grade.(1:1.5:3)
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Compaction of earth work in embankment in uniform layers at requisite moisture content to required dry density including watering, rolling with suitable type of roller of specified capacity etc. complete.
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Providing & laying plain I reinforced ordinary portland cement concrete of various grade (nominal mix) with cement, sand, and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete. (MANNUALLY WITH CONVENTIONAL MIXER) (EXCLUDING DEWATERING) (E) Roadway slab, kerb, hoisting platform, top slab of battel, etc. (I) M 15 grade.(1:2:4)
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Providing tractor dozer (with fuel & operator) on canal site —
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(b) 12 mm thick. (As per RA 15(b))
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Providing and supplying in standard length ISI mark rigid unplasticised PVC Pipes suitable for potable water with ring fit joint including cost of rings,as per IS Specification no.4985:1988 including all local and central taxes,transportation,freight charges,octroi,inspection charges,loading,unloading conveyance to departmental stores and including cost of jointing material etc.complete.Test Pressure 4Kg/cm2. Note :- 1)One coupler/Ring shall be provided with each full length pipe cost of which is included in rates below 2)3% (three) Discounted rate to be consider for coupler jointed pipe 3) Rate for PVC Resin rate as Rs.1,40,000/M.T(Inclusive GST @18%,freight &sales Tax) 1) 90 mm dia
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Providing & Fixing computerised Guage Patta manufactured from P.V.C. radium sheet 15Cm wide on gates of structures on distributories including cost of material, printing charges & fixing the same near embedded parts of gates as directed complete.
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7) 200 mm dia
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Extra lead charges for excavated stuff to be dumped or used in banks for lead beyond 500m as specified in related items. (upto 1 km) for canals having capacity beyond 1.5 cumecs and less than 8.5 cumecs
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Excavation of canal all sorts of soil including yellow sand and gravely soils and murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete for lead upto 50 m and lift for depth for cutting as under. (A),P. No.1) CANAL HAVING CAPACITY UPTO 1.50 CUMECS (a) Lift 0.0 to 1.50 m depth.
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(c) Lead beyond 50m & upto 250 rn.
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(I) 20 cm thick lining in slope
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Providing 10 HP water pump (with fuel, operator & 200 m discharge pipes on canal site.
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(b) Lead beyond 50m & upto 150 rn
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Dismentalling C.C/R.C.C lining from canal bed and side slopes including removing all dismentalled concrete from bed and slope to outside the canal within leads of 150 m and with all lift as directed.
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Providing & placind in position reinforcement bars including cutting, bending, welding joints where necessary, hooking etc. complete as per drawing for all lead and lifts (b) TMT
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(g) NP-2 class 1050 mm dia pipe
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Dewatering the foundation trenches during excavation, laying foundation concrete, masonry etc. till completion and diversion of surface and sub surface water etc. complete as directed.
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Additional in basic charges for lead beyond 1 km but upto 3 km.
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Providing & laying plain I reinforced ordinary portland cement concrete of various grade (nominal mix) with cement, sand, and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete. (MANNUALLY WITH CONVENTIONAL MIXER) (EXCLUDING DEWATERING) (D) Walls of barrels, breastwall, staunching rigns, pedestals of bearing, stoplog piers, well staining, transitionwall, etc. (I) M 15 grade.(1:2:4)
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11)315 mm dia
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Providing and filling the bituminous sealing compound of approved make in the expansion and contraction joints in C.C. lining including cleaningihe joints with air water jet contraction.
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Removing the grass from canal side slope, inner slope and key.
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4)140 mm dia
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Providing & laying plain I reinforced ordinary portland cement concrete of various grade (nominal mix) with cement, sand, and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete. (MANNUALLY WITH CONVENTIONAL MIXER) (EXCLUDING DEWATERING) (F) Top slab of bridge with main and cross girder of bridge, etc. (I) M 15 grade.(1:2:4)
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(ii) lead 45 m& lift 1.50 m to 3.00 m
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4)140 mm dia
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(b) Below water table .
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(e) NP-2 class 750 mm dia pipe
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(J) 25 cm thick lining in slope .
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Excavation of canal side gutter in all sorts of soil including soft and hard murrum including depositing the excavated stuff in uniform layers in canal banks or as and where directed etc complete in varying lead upto 500 m and with all lifts. (a) Above water table
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Back filling the foundation trenches around the structures etc with selected m3 excavated stuff including watering, ramming, compacting etc. complete.
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(d) NP-2 class 600 mm dia pipe
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Trimming of the canal section manually for preparing sub grade for laying cement concrete (C.C.) lining in all sorts of soil and murrum including watering and compacting bed etc. complete.
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Providing & laying plain I reinforced ordinary portland cement concrete of various grade (nominal mix) with cement, sand, and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete. (MANNUALLY WITH CONVENTIONAL MIXER) (EXCLUDING DEWATERING) (B) Raft, Bottom slab of barrel, bottom slab of sump, approach slab and chute floor slab, etc. (I ) M 15 grade.(1:2:4)
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(ii) lead 45 m& lift 1.50 m to 3.00 m
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