Public Health Engineering Department-PHED has published Laying And Fitting Of Pipes , Construction Of Intake Chamber, Construction Of 20000 Gallons Capacity Slow Sand Filtration Plant For Wss Gujarat Lehandajan ( Reapprisal Part ) Under Jjm. Submission Date for this Tender is 26-03-2024. Manhole Construction Tenders in Anantnag Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means 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: |
| 2 | a) All Kinds of Soil |
| 3 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm 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. |
| 4 | a) All Kinds of Soil |
| 5 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm 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. |
| 6 | a) All Kinds of Soil |
| 7 | 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, cesspitsand 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: |
| 8 | a) All Kinds of Soil |
| 9 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material |
| 10 | a) All Kinds of Soil |
| 11 | L/F of GI pipes excl. cost of pipes & earth work with GI fittings . |
| 12 | a) 65 mm G.I Pipe |
| 13 | b) 50 mm G.I Pipe |
| 14 | c) 40mm G.I Pipe |
| 15 | c) 25mm G.I Pipe |
| 16 | d) 20 mm G.I Pipe |
| 17 | e) 15 mm G.I Pipe |
| 18 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :Above 40mm nominal bore(50mmdia) |
| 19 | Rethreadingof Damaged ends of dismantled pipe . |
| 20 | Provision for pipe specials tobe purchased from market if not avaialable in divisional store complete job |
| 21 | Providing and laying of dry stone soling tightly hand packed on horizontal levels. |
| 22 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 23 | 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:. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 24 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing & Reinforcement all work up to plinth level (1:1.5:3) 1 cement, 1.5 course sand, 3 graded stone aggregate 20 mm nominal size) |
| 25 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth & string courses, fillets, columns, pillars, piers, abutments, posts & struts etc. up to floor five level excluding the cost of centring, shuttering, finishing & reinforcement 1:1.5:3(1cement, 1.5 Course sand, 3graded crushed stone) aggregate 20mm nominal size. |
| 26 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15degree, landings, balconies shelves, chajjas, lintels, bands, plan window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centring, shuttering, finishing and reinforcement in 1:1.5:3 mix ( 1 cement, 1.5 coarse sand, 3graded stone aggregate ) 20 mm nominal size. |
| 27 | Centring and shuttering including strutting propping and removal of form work. |
| 28 | a) Foundations |
| 29 | b) Walls |
| 30 | c)Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 31 | 12 mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand) |
| 32 | 12mm Cement plasterfinished with a floating coat of neat cement of mix:1 : 3 ( 1 cement : 3 fine sand) |
| 33 | Providing Reinforcement to RCC works including bending, binding, cutting, straitening and placing in position complete. |
| 34 | Extra for providing and mixing water proofing material in cement conc work in doses by weight of cement as per manufacturing specifications |
| 35 | Structural steel works welded in builtup sections, trusses and framed works including cutting, hoisting, fixing in position and applying a priming coat of approved metal primer complete.(lid ladder) |
| 36 | Providing/incorporating GP sheet strips water seal 1.25mm thick at constt joints incld jointing of ends so as to form a contineous berries |
| 37 | P/L of filter media of approved quality from Ganderbal incld all leads lifts and carriages upto actual site of work complete job |
| 38 | P/F of 12 mm thick MS flanges to pipe ends incld cutting of threaded portion cost of flanges welding charges cost of washers nuts bolts etc. and incl.carriage of pipe complete job. 100mm dia GI pipe |
| 39 | Providing and fixing D.I. sluice valves/NR Valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments.100 mm dia |
| 40 | 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. |
| 41 | Carriage of material from source to dumping site at road by mechanical transport. |
| 42 | Below 100mm GI pipe Pipe( 20km) |
| 43 | Cement/ Steel (35Km) |
| 44 | Sand( 70Km) |
| 45 | Sand and 20 mm Aggregate (45Km)` |
| 46 | 40 mm Aggregate (45 Km) |
| 47 | Stone Solling (10 Km average) |
| 48 | Extra Carriage of materials from nearest dumping site to actual site of work by manual labour for Avg. 500 mtr |
| 49 | Below 100mm GI pipe Pipe |
| 50 | Cement/ Steel |
| 51 | Sand and 20 mm Aggregate |
| 52 | 40 mm Aggregate |
| 53 | Stone soiling |
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