Power Development And Non Renewable Energy Tender
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Costs
EMD
0Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PDNRE_13205_1Bid Award Id
ViewTender No
NIT-07/CD-II/PDC/L2024-25Tender Authority
Power Development And Non Renewable Energy ViewPurchaser Address
-Website
http://tenders.ladakh.gov.in
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Documents
BOQ Items
d) Hard Rock (Blasting prohibited)
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Earth work in excavation by manual means over areas (exceeding 30 cm and 1.5mtr in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. a) All kinds of soils
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b) Ordinary rock
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c) Hard Rock ( requiring blasting)
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d) Hard Rock (Blasting prohibited)
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Earth work in excavation by mechanical means (hydraulic excavator) over areas exceeding 30 cm in depth and 1.5 m in width as well as10 sqm on plan) including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soils. a) All kinds of soils
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b) Ordinary rock
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c) Hard Rock ( requiring blasting)
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d) Hard Rock (Blasting prohibited)
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: a) All kinds of soils
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b) Ordinary rock
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c) Hard Rock ( requiring blasting)
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d) Hard Rock (Blasting prohibited)
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
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Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) a) Dry
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b) Wet
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c) Shingle clerance from canals
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Slip clerance in soils, mixed with moorum, kankar/shingle/boulders disposal lead upto 50m and lift upto 1.5m
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Hand-packing stones in wire-crates; excluding cost of stones and wire crate
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Soling stone supply for packing in wire crates
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Grouting of stone pitching using M10 nominal mic concrete (max size of aggregate, 20mm nominal @ 6.00 cum per 100 sq m on horizontal/side slopes, complete including curing (Nallah)
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Opening out old wire crates those and re-binding after filling
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Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) Crushed
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Crushed
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1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Crushed
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) Crushed
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) Crushed
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Crushed
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1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Crushed
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Providing and laying upto floor v level reinforced cement concrete in kerbs, steps and the like including curing but excluding the cost of centering, shuttering, finishing an reinforcement with. a ) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-mechanically treated bars
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Centering and shuttering including strutting, propping etc. and removal of form work for: a) Foundations, footings, bases for columns etc for mass concrete
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b) Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
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c) Columns, piers, abutments, pillars, posts and struts
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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer incharge: a) 1:3:6 or richer mix
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b) 1:4:8 or leaner mix
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Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
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Demolishing R.B work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
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Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: in cement mortar
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Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centring, shuttering, and finishing. a) 1:1½:3(1 cement :1½ coarse sand :3 graded stone aggregate 20 mm nominal size)
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b) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete a) 1:1½:3(1 cement :1½ coarse sand :3 graded stone aggregate 20 mm nominal size)
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b) 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20 mm nominal size)
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c) 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size)
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Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: a) Cement mortar 1:6 (1 Cement : 6 coarse sand)
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Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand)
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Dry random rubble masonry with hard stone in foundation and plinth: a) With bond stone
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Without bond stone
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Rates for external plaster are for height upto 10m from ground level unless otherwise stated. CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: a) 1 : 4 ( 1 cement : 4 fine sand)
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b) 1 : 6 ( 1 cement : 6 fine sand)
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15mm Cement plaster on the rough side of single or half brick wall of mix. a) 1 : 4 ( 1 cement : 4 fine sand)
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b) 1 : 6 ( 1 cement : 6 fine sand)
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20mm Cement plaster of mix: a) 1 : 4 ( 1 cement : 4 fine sand)
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1 : 6 ( 1 cement : 6 fine sand)
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CEMENT PLASTER (IN COARSE SAND)
12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
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1 : 6 ( 1 cement : 6 fine sand)
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15mm Cement plaster on the rough side of single or half brick wall of mix 1 : 4 ( 1 cement : 4 fine sand)
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1 : 6 ( 1 cement : 6 fine sand)
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20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
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1 : 6 ( 1 cement : 6 fine sand)
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Cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement a) 12 mm cement plaster
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b) 20 mm cement plaster
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15mm Cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall
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Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal) a) In beds
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b) In side slopes, - upto a height of 3.5 m above bed
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c) In side slopes, - at a height over 3.5 m but upto 5.5m above bed
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d) In side slopes, at heights over 5.5 m but upto 7.5 m above bed
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Costs of supply of wire crates LMR
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Carriage of material from sources to site of work by MT for 2 Km a) cement/steel
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b) Sand, Aggregate below 40mm
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c) Crates, Soling stone, bricks
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Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. WELDED 10 MCP75
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Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. WELDED A50x50x6
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Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and
similar works. including carriage
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Evaluation Notes How It Works ?
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