Interception and diversion works for Rispana River 177 no of nalas and 2901 no house hold connection and Bindal River and O and M work and Construction of 1 no SPS and O and M work under Namami Gange programme

Amount

Construction of Sewerage network and I&D works (177 Nos. Nalas, Bindal River and 2901 nos.house hold connections) with preparatory survey, design and Redesign where necessary.

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar

Dismantling of Cement Concrete Pavements Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materials separately.

Cutting road surface for sewer line trenches. Including stacking of serviceable material (i.e. stone ballast that will be reused in the laying of WBM) at site and disposal of unserviceable material to suitable disposal point beyond municipal limit as directed by Engineer in charge

Cutting Bituminoid Portion

Water bound macadam

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be leveled and neatly dressed. All kinds of soil

0.00 mt to 1.50 mt B.G.L

1.5 mt to 3.00 mt B.G.L

3.00 mt to 4.50 mt B.G.L

4.50 mt to 6.00 mt B.G.L

Supply & Laying - Jointing of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quality of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches up to ground level.

150 mm dia

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

600 mm dia

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329

150 mm dia Ductile Iron Class K-9 pipes

Supply & Laying - Jointing of following dia. Asbestos Cement pipe "Mazza" pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved quality of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches up to ground level.

150 mm die (Class-I)

Provide and fix open timbering covering 1/3 m. of surface area by planks ) in trenches for depth up to 3.00 B.G.L. considering 40 mm approved country wood planks for poling boards 125 x 75mm Indian Sal Wood walkers and 100mm dia salwood bellies for struts @ 1.5m c/c spacing. Including its removal after laying of sewers both sides of trenches shall be taken as one side for the purpose of payment and measurement i.e. area = length x depth of trench. Dismantled timbering material will be the property of the contractors.

depth up to 3.0M B.G.L.

depth above 3.0M B.G.L.

Supply of all materials and Constructing Reinforced cement concrete Circular Manhole in M30 Cement concrete of various dia and depth as per drawing. The work includes excavation, dewatering, planking, strutting etc. refilling, disposal of surplus earth with all lift and lead of 50m, Including construction of concrete base with PCC 1:3:6 (1 cement, 3 coarse sand, 6 stone aggregate 40mm nominal size), preparation of channel up to the height of 'the ‘pipe and benching in PCC 1:2:4 (1 cement, 2 coarse sand, 4 stone aggregate 20mm nominal size) including neat cement finished, suitable connection of inlet & outlet pipes, testing (water lightness} of manhole, curing etc. complete as per specification and drawing and as per entire satisfaction of Engineer-in-Charge (the depth of manhole will be measured from the invert of the pipe to top of the manhole cover).

1200 mm internal diameter at bottom ,2.30m-4.95 m depths

1500 mm internal diameter at bottom ,2.30m-4.95 m depths

Deduction in the depth of Reinforced cement concrete manhole to regulate payments for variation of actual depth of manholes in following sizes.

1200 mm internal diameter at bottom ,2.30m-4.95 m depths (Amount related to this Quantity has to deducted from final amount)

1500 mm internal diameter at bottom ,2.30m-4.95 m depths (Amount related to this Quantity has to deducted from final amount)

Random rubble masonry with hard stone in foundation and plinth leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level including 50% of the stone obtained after the demolishing of stone rubble masonry will be reused in construction.

Cement mortar 1:6 (1 cement : 6 coarse sand)

Shifting of domestic water supply house connection coming in the alignment of sewer line/manhole chamber including excavation, refilling, supply of all material, pipes, specials etc., labour, T&P and making good complete as per entire satisfaction of engineer in charge.

15 to 25mm G.I, Pipe

25 to 32mm G.I, Pipe

Dewatering of sub soil water by well point system by making all arrangements including supply of all material, labour, T&P, pumps etc. required and disposal of sub soil water at near by nala complete. Dewatering shall be done as per IS 9759-1981 (up to date amendment).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying In position cement concrete of specified grade excluding the cost of cantering and shuttering.

1:4:8 {1 cement; 4 coarse sand: 8 stone aggregate 40mm nominal size).

1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).

1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).

Providing and laying 110 mm PVC pipe for sewer line connection (Considering average length of PVC pipe per connection=10 mtr) ([email protected] mtr=Rs.3404.20)

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :

For pipes 100 to 250 mm diameter

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cantering, shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).

Cantering and shuttering including strutting, propping etc. and removal of form for all heights :

Foundations, footings, bases of columns, etc. for mass concrete

Columns, Pillars, Piers, Abutments, Posts and Struts

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Filling available excavated earth (excluding rock) in layers not exceeding 20cm in depth, consolidating each to 50 m and lift up to 1.5 m.deposited layer by ramming and watering, lead up

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster of mix :

1:4 (1 cement: 4 coarse sand)

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.

12 mm cement plaster

Providing and fixing orange color safety foot rest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mmx 25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturer permanent identification mark to be visible even after fixing, including fixing in manhole with 30x20x15 cm cement concrete block 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20mm nominal size) complete as per design.

Providing and fixing in position pre-cast RCC manhole cover and frame of required shape and approved quality as per directed by Engineer In charge. (The name of the department and date of manufacturing and duty of manhole cover will be embossed on the top of the manhole cover)

Circular shape 560mm internal dia m.

Supply and fixing of M.S.Trap - M.S. Rod 10 X 10 mm,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, for M.S Screen as per Specification, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Supply & fixing of Sluice Gate as per specification

Supply & fixing of M.S cover frame as per specification

Disposal of surplus earth from the site of work up to a distance of 8.0 km. As directed by Engineer in charge including loading unloading and carting etc. all complete.

Construction of Gunny bag wall for tapping of Bindal river with proper completion of work in direction of engineer in charge.

Provision for barricading in two rows and necessary diversion of paths and where as necessary with the help of bellies, ropes, flags, signals and light signals etc. as per requirement including supply of all material T&P etc complete.

Bid price of design, develop, supply of equipment, erection of equipment, civil, electro mechanical and instrumentation control works, including testing, commissioning of 3.5m dia SPS in Dehradun . (Including site development)

Civil works

Electrical & Mechnical works

15 Years Operation & Maintenance of Sewer Network & I&D Works ( Note: The figure mention in quantity column is 1 year multiplied with NPV factor of the corresponding year)

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

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For 15th Year

Annual O&M Prices of 3.5 mtr. Dia SPS and Pumping main. (Without Electricity and fuel) ( Note: The figure mentioned in quantity column is 1 year multiplied with NPV factor of the corresponding year)

For 1st Year

For 2nd Year

For 3rd Year

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For 11th Year

For 12th Year

For 13th Year

For 14th Year

For 15th Year

Implementation of Environmental Management Plan and ESHS-MSIP, as per Appendix-1 of Schedule 2

Guaranteed Electricity Consumption (Note : Daily consumption of electricity per MLD ( kwh/mld/day) has to be fillled up by the bidders. Figure in quantity column is electricity charges multiplied with no of days per year. (5.20Rs/KVAHx365days=Rs 1898 )

For 1st Year

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For 7th Year

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For 15th Year

Technocraft Contruction Pvt. Ltd.