Construction/ Rehabilitation of City Flood control Drain (CFCD), Ranjeet Nagar Flood Control Drain (RNFCD) and storm water drains in deficient area with allied works in Bharatpur town.

Amount

A.- Topographical Survey and Geological Investigation

Topographic Survey with a grid area of 15MX15M, includes all features such as structures (bridges, culverts etc.) utilities, existing roads, electric and telephone installations (both O/H as well as underground), huts, buildings, fencing and trees, oil, water and gas lines etc. using Total Station and develop a drawing in AUTO CAD format using the layering system and Geo referencing including supply of detailed drawings in appropriate scale in A-2 size complete in all respect as per drawing, specification and scope of work provided in the bid document.

For preparation of plans of built-up areas beyond 10 hectare

To Analyze the soil conditions by drilling bore holes at different locations to represent soil strata to conduct Standard penetration test (SPT) for determining SBC in hole as per IS-2131 including collection of disturbed and undisturbed soil samples at every 3.0 m or at change of strata analyzing the soil or grain size, atterberg limits, bulk & dry densities, shear parameters and specific gravity. In case of rock, collection of core, calculation or RQD (Rock Quality Designation) and core recovery and comprehensive strength of rock. Geo-tech investigation to be done at different locations complete in all respect as per specifications.

In hard Soil @ 500 m each for CFCD & RFNCD 7.00 km

Plate load test for determining SBC at a specified depth and draw load settlement curve as per Indian standard complete in all respect as per specifications.

B. - Desilting & Deweeding work

Removal of Acquatic Weeds from Major Drains CFCD, Main drains & RNFCD with CT-13 Acquatic Weed Harvaster Machines including mobilization and demobilization charges, transit insurance along with weed disposal through tractor, torlly, JCB, dumper as required with lead distance of 2 km.

Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr

C. - Dismantling Work

Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer in charge.

Cement Concrete Grade M-15 and above and PCC blocks

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.

Bituminous courses cum

Granular courses

D. - City Flood Control Drain (CFCD

Construction of RCC Covered City Flood Control Drain (CFCD) starting from Kali Bagichi C-0 to Jaghina Gate C-12 designed for class AA loading and raft foundation for uplift pressure in different reaches as per details mentioned below. Work includes Earth work in excavation In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc upto depth of 4 mtr. including sludge removal, desilting, lowering of water table by installing well point equipment, providing and lying in position lean concrete 1:4:8, ((1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 20 mm nominal size) for raft foundation, providing, laying reinforced cement concrete 1:1:2 mix design M-30 (1 Cement : 1 fine/ coarse sand : 2 graded stone aggregate 20 mm nominal size) for base slab, raft foundation, coloums footing, pilot channel, coloums, vertical walls and top slab including centring and shuttering with plywood or steel plate upto 7.5 mtr. height with providing & placing reinforcement for RCC work in position complete in all respect as per drawing, specification and scope of work provided in the bid document.

Kali Bagichi (C-0) to Neemda Gate (C-2) - Section 6.0 m x 3.0 m

Neemda Gate-(C-2) to Anah Gate (C-3) - Section 13.18 m x 3.0 m

Anah Gate (C-3) - Kumher Gate (C-4) - Section 13.18 mx 3.0 m

Kumher Gate (C-4) - Chandpole Gate (C-5) - Section 13.18 mx 3.0 m

Chandpole Gate (C-5) to Red Cross Cricle (Goverdhan Gate) (C-8) - Section 13.18 m x 3.0 m

Red Cross Cricle (Goverdhan Gate) (C-8) to Gopalgarh VRB-3 (C-9) - Section 13.18 mx 3.0 m

Gopalgarh VRB-3 (C-9) to Jaghina Gate CRB (C-12) - Section 13.18 mx 3.0 m

Remodelling of existing canal section of CFCD with CC lining and pilot channel as per drawing no. MC/Bharatpur/Drainage/Drg.-36 from Jaghina Gate (C12) to Bridge inside Moti Mahal (C15) including excavation in hard/dense/saturated soil under water for all type of strata including dewatering by well point equipment for different reaches as mentioned below. Work includes removal of sludge/ slit and other 'Malba' & debris, obstruction deposited in canal bed up to design line grade and sections in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering for depth above 30 cm, preparation and dressing the subgrade including removal of irregularities upto 7.5 cm in soil for bed and side slope, earth work in rough excavation for embankment in all types of soil including laying in 20 cm layers and compacting with watering and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5 m and lead upto 5.0 km for re-sanctioning and remodelling existing canal by mechanical compactor on canal side slope, cement concrete lining of nominal mix (1:3:6) for canal bed of thickness 7 cm and canal side lining of thickness 7.5 cm overtopped by providing and laying cast in situ plain cement concrete design mix M-15 grade for lining in canal bed and side of thickness 10 cm, Filling of construction joints with Bitumen based sealing compound and water spray by nozzal on subgrade of the canal, complete in all respect as per drawing, specification and scope of work provided in the bid document.

Jaghina CRB (C-12) to RIICO Road Puliya (C-13) - Section 24.25 m x 2.5 m

RIICO Road Puliya (C-13) to Madarpur Road Puliya (C-14) Section 24.25 m x 2.5 m

Madarpur road Bridge (C-14) - Bridge inside Motimahal (C-15) Section 24.25 m x 2.5 m

Refilling the Earth on both sides of CFCD whereever required for land reclaimanation purpose by Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m and lead upto 5 km including loading and un-loading wherever required complete in all respect.

Any other item or work not specified above but required to complete the work on Lump-sum basis

E. - Ranjeet Nagar Flood Control Drain (RNFCD)

Construction/ Remodelling of Earthen Open Drain of existing canal section of RNFCD rom Kumher Road (R-0) to in front of Jindal Hospital Puliya (R-1) as per MC/Bharatpur/Drainage/Drg.-37 including excavation in hard/dense/saturated soil under water for all type of strata including dewatering. Work includes removal of sludge/ slit and other 'Malba' & debris, obstruction deposited in canal bed up to design line grade and sections in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering for depth above 30 cm, preparation and dressing the subgrade including removal of irregularities upto 7.5 cm in soil for bed and side slope, earth work in rough excavation for embankment in all types of soil including laying in 20 cm layers and compacting with watering and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5 m and lead upto 5.0 km for re-sanctioning and remodelling existing canal by mechanical compactor on canal side slope, complete in all respect as per drawing, specification and scope of work provided in the bid document. Trapazodial Section : Bottom width 9.1, Top Width 15 m, depth 1.97 m

Construction of RCC open drain for RNFCD from Puliya No. R-1 (In front of Jindal Hospital -Gukul Nagar) to Puliya No. R-3 (Meena Hostel In Front of Green Garden) complete in all respect as per drawing, specification and scope of work provided in the bid document. . Section 8.0 m x 2.5 m

Construction of RCC Covered Ranjeet Nagar Flood Control Drain (RNFCD) starting from from Puliya no R-3 ( In Front of Green Garden) to R-14 (Jaghina Gate) designed for class AA loading, surcharge and uplift pressure for raft foundation in different reaches as per details mentioned below. Work includes Earth work in excavation In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc upto depth of 4 mtr. including sludge removal, desilting, lowering of water table by installing well point equipment, providing and lying in position lean concrete 1:4:8, ((1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 20 mm nominal size) for raft foundation, providing, laying reinforcement concrete 1:1:2 mix design M-30 (1 Cement : 1 fine/ coarse sand : 2 graded stone aggregate 20 mm nominal size) for base slab, raft foundation, coloums footing, pilot channel, coloums, vertical walls and top slab including centring and shuttering with plywood or steel plate upto 7.5 mtr. height with providing & placing reinforcement for RCC work in position, construction of Silt chamber complete in all respect as per drawing, specification and scope of work provided in the bid document.

Puliya No 3 Meena Hostel to Puliya No 4 St. Luke International School Section 8.0 m x 3.0 m

Puliya No 4 St. Luke International School to Puliya No 7 Red Cross Cricle Section 8.0 m x 3.0 m

Puliya No 7 Red Cross Cricle to Puliya No 11 R.K Marble & Tiles Along Circular Road Section 8.0 m x 3.0 m

Puliya No 11 R.K Marble & Tiles o P-13 Puliya No 13 K.P Auto Garage Along Circular Road Section 8.0 m x 3.0 m

Puliya No 13 K.P Auto Garage to Puliya No 14 Jageena gate, Along Circular Road Section 8.0 m x 3.0 m

Any other item or work not specified above but required to complete the work on Lump-sum basis

F. - Storm water Network for South-West, South-East, North-West, North -East area, and B.Narayan Gate, Lateral Drain etc.

Construction of RCC cast-in-situ / precast Open Storm water drain of following sizes for South West area (Heeradas Kunda Ward no. 8 to 16), South East Area (Puspvatika Ward no. 48 & 49 Main Drain), B. Narayan Gate and Lateral Drain for Ward no. 8 to 17 in PH-I and North West Area (ward 2 to 7), South-East area (Ward 48 & 49 other drian), North-East area (Ward no 1, 43, 44, 45 & 51 to 56, 61, 63 & 58) in PH-II complete in all respect as per drawing, specification and scope of work provided in the bid document.

Precast 0.35m x 0.4m

Precast 0.35m x 0.45m

Precast 0.4m x 0.45m

Precast 0.40m x 0.6m

Precast 0.45m x 0.45m

Precast 0.45m x 0.6m

Precast 0.45m x 0.8m

Precast 0.6m x 0.45m

Precast 0.6m x 0.6m

Precast 0.6m x 0.8m

Precast 0.8m x 0.6m

Precast 0.8m x 0.8m

Precast 0.8m x 1m

Precast 0.9m x 1m

Precast 1m x 0.6m

Precast 1.0m x 0.8m

Precast 1.0m x 1m

Construction of RCC cast-in-situ / precast Box Storm water drain of following sizes for South West area (Heeradas Kunda Ward no. 8 to 16), South East Area (Puspvatika Ward no. 48 & 49 Main Drain), B. Narayan Gate and Lateral Drain for Ward no. 8 to 17 in PH-I and North West Area (ward 2 to 7), South-East area (Ward 48 & 49 other drain), North-East area (Ward no 1, 43, 44, 45 & 51 to 56, 61, 63 & 58) in PH-II complete in all respect as per drawing, specification and scope of work provided in the bid document.

Precast 0.4m x 0.6m

Precast 0.6m x 0.6m

Precast 0.8m x 0.8m

Precast 0.8m x 1m

Construction of RCC cast-in-situ / precast Box Storm water drain for Road Crossing of following sizes for South West area (Heeradas Kunda Ward no. 8 to 16), South East Area (Puspvatika Ward no. 48 & 49 Main Drain), B. Narayan Gate and Lateral Drain for Ward no. 8 to 17 in PH-I and North West Area (ward 2 to 7), South-East area (Ward 48 & 49 other drian), North-East area (Ward no 1, 43, 44, 45 & 51 to 56, 61, 63 & 58) in PH-II complete in all respect as per drawing, specification and scope of work provided in the bid document.

Precast 0.35m x 0.4m

Precast 0.35m x 0.45m

Precast 0.4m x 0.45m

Precast 0.4m x 0.6m

Precast 0.45m x 0.45m

Precast 0.45m x 0.6m

Precast 0.45m x 0.8m

Precast 0.6m x 0.45m

Precast 0.6m x 0.6m

Precast 0.6m x 0.8m

Precast 0.8m x 0.6m

Precast 0.8m x 0.8m

Precast 0.8m x 1m

Precast 0.9m x 1m

Precast 1m x 0.6m

Precast 1m x 0.8m

Precast 1m x 1m

G.- Construction of Manhole chamber over covered drain

Construction of Manhole on RCC Covered drain having section and raised height for manhole for Desilting purpose having opening width of minimum 1.2 mtr. along the length of drain and raising covered drain upto ground/road level for different depth as mentioned below by providing reinforcement concrete with same specification as of drain including centering, shuttering with plywood and steel sheet and coveringthe openign with providing and fixing of Reinforcement ferrocment drain cover design for class AA loading for standard size 1000 x 800 mm, (100 mm thick) / 1500 x 600mm (125 mm thick) / 2100 x 500 mm, (150 mm thick) for span 451 to 700 mm / 701 to 1200mm/ 1201 to 1500 mm respectively along with providing screen at the entry of submain drain to stop the floating material and debris along with providing orange color safty food rest in the mainhole as per complete in all respect as per drawing, specification and scope of work provided in the bid document.

Ward No. 1,17,43,44,45,51 to 56

Drain Section 0.6 m x 0.6 m Raised Height 0.725 m

Drain Section 0.6 m x 0.6 m Raised Height 1.145 m

Drain Section 1.5 m x 1 m Raised Height 0.73 m

Drain Section 1.6 m x 0.8 m Raised Height 1.245 m

North West Area drains(Ward No. 2 to 7)

Drain Section 1.75 m x 1.5 m Raised Height 1.45 m

Drain Section 1.75 m x 1.5 m Raised Height 1.89 m

Drain Section 3 m x 1.75 m Raised Height 0.795 m

Drain Section 3 m x 1.75 m Raised Height 0.745 m

Drain Section 3 m x 1.75 m Raised Height 0.945 m

Drain Section 1.5 m x 1.5 m Raised Height 1.34 m

HeeraDas kunda Area

Drain Section 1.25 m x 1 m Raised Height 0.715 m

Drain Section 1.25 m x 1.25 m Raised Height 0.845 m

Drain Section 1.25 m x 1.25 m Raised Height 0.615 m

Drain Section 2.5 m x 1.5 m Raised Height 1.45 m

Drain Section 2.5 m x 1.5 m Raised Height 1.84 m

Drain Section 2.5 m x 1.5 m Raised Height 1.515 m

Drain Section 2.5 m x 1.5 m Raised Height 1.67 m

Drain Section 2.5 m x 1.6 m Raised Height 2.31 m

Drain Section 2.5 m x 1.6 m Raised Height 1.87 m

Drain Section 2.5 m x 1.5 m Raised Height 0.915 m

Drain Section 1.75 m x 1.25 m Raised Height 1.26 m

South East Area (Puspvatika Area)

Drain Section 1.25 m x 1.75 m Raised Height 0.495 m

Drain Section 1.25 m x 1.9 m Raised Height 0.515 m

Drain Section 2.25 m x 2 m Raised Height 0.525 m

Drain Section 1.25 m x 1 m Raised Height 0.545 m

Drain Section 0.6 m x 0.6 m Raised Height 0.63 m

Drain Section 0.8 m x 0.8 m Raised Height 1.03 m

Drain Section 5 m x 3.5 m Raised Height 1.08 m

Drain Section 5.15 m x 3.5 m Raised Height 0.62 m

Drain Section 5.5 m x 3.5 m Raised Height 0.31 m

Drain Section 5.5 m x 3.5 m Raised Height 0.155 m

Drain Section 5.5 m x 3.5 m Raised Height 0.19 m

H. - RCC Silt chamber with Screen at Inlet drains

Construction of 69 nos. RCC Silt Chamber on the inlet drains entering into the CFCD, RNFCD and at the junction of Ram Nagar Do Mora and CFCD as per drawing no. MC/Bharatpur/Drainage/Drg. 101 including earthwork in excavation in all types of soil upto depth of 3 mtr., Sludge clearance, Pumping or bailing out water wherever or lowering of water table by well point equipment, providing laying in postion lean cement concrete 1:4:8 and reinforcement concrete 1:1.5:3 for base slab and wall including centering and shuttering with plywood or steel sheets upto height of 7.5 mtr. For walls, foundation and base slab, reinforcement for RCC work and providing and fixing reinforcement drain cover 150 mm thick for span 1201 to 1500 mm and providing screens to stop the entry of the floating material complete in all respect as per drawing, specification and scope of work provided in the bid document.

I. - Approach slab & RCC Railing

Construction of RCC approach slab on the road crossings of CFCD and RNFCD including earthwork and excavation in roadway, providing laying lean cement concrete 1:4:8 in sub base over a prepared sub grade and reinforcement cement concrete 1:1:2 asp er design mix for approach slab , railing bottom, vertical post including centering, shuttering and reinforcement for RCC work along with providing railing on both side of road crossing, as per standard drawing for Box cell structure issued by MoST attached at Annex C-10 & 11 for approach slab and RCC Railing complete in all respect as per drawing, specification and scope of work provided in the bid document.

J.- Desilting Structure for CFCD & RNFCD

Construction of desilting structure 4 nos. for CFCD at location S-1, S-2, S-3 & S-4 near Jaghina Gate as per bid document and 2 nos. at RNFCD as per the location decided by the Engineer in charge including earth work in ordinary soil, saturated soil, hard soil, removing silt an sludge where pumping or bailing out water is required, providing & laying in position lean cement concrete 1:4:8 for retaining wall, ramp floor and desilting chamber, construction of retaining wall and covered terrace as per Drawing no. MC/Bharatpur/Drainage/Drg. 45 complete in all respect as per specification and scope of work in bid document :

K. - Miscellaneous Item

Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.

Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm

Standard Size 2100x500mm (150mm thick) for span 1201 to 1500mm

Supplying and fixing C.I. Cover with frame, C.I. gratings for chambers & man holes. Cast Iron grating Weight @ 7850 kg /cum

Structural steel work riveted, bolted or welded 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:

Providing Laying and Jointing of RCC S&S Class NP-3 ISI marked pipe with anti corrosive bitumen paint of approved brand (two or more coats) (IS458:1988) amended upto date) approved make with ISI marked rubberring /gasket lubricants etc. with 15 cm thick and 89 cm wide plain cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) bedding and haunching up to ¼ of outer dia of pipe of sewer and laying RCC S&S pipes conforming to IS:783-1995 (Amended upto date) with hydraulic testing of sewer line including cost of water and equipment for testing. The work includes earthwork in all types of soil such as murrum, sand, silt, black cotton soil, kankar etc. disposing off surplus excavated material within a lead of 50 meter including cost of close timbering shoring & strutting and than refilling of trenches with excavated material, watering and ramming barricading along trenches as per drawings & specification complete in all respect and as per direction of Engineer incharge for following average invert depths.

For 500 mm dia Sewer line

At av. Depth 1.50 meter

At av. Depth 2.00 meter

At av. Depth 3.0 meter

For 600 mm dia Sewer line

At av. Depth 1.80 meter

At av. Depth 1.87 meter ward -58

For 700 mm dia Sewer line

At av. Depth 2.80 meter

For 800 mm dia Sewer line

At av. Depth 1.80 meter

For 900 mm dia Sewer line

At av. Depth 1.80 meter

For 1000 mm dia Sewer line

At av. Depth 3.0 meter

At av. Depth 3.60 meter

Providing and constructing of RCC M-20 grade cast-in-situ circular manholes of "Type-E" with internal dia 1.40m and depth upto 3.50m having 150 mm thick RCC M-20 wall, including 350 mm thick RCC M-20 grade base slab (foundation), PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab, PCC M20 250mm thick for fixing the manhole frame and cover, vata in CM1:1 around pipe entering and leaving the manhole, providing and fixing of SFRC foot steps of approved make at every 0.30m height, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including form work, reinforcement, curing, watering, hydro testing of manhole, conveyance & cost of water, dewatering etc. complete as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.

Manhole of depth 1.8m as per drawing and as per EIC direction.

Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m over all length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate , junction of vent shaft and concrete grouted with cement mortar 1: including making connection with Storm water Drain with 200 mm dia NP4 RCC pipe (IS 458-ammended upto date) to be laid in a minimum length of 5 mtr. or as required including Type-A bedding complete as per standard design and finished with water proofing cement of approved brand as per drawings and/or as directed by Engineer.

L.- Providing vehicles for making inspection by the inspecting authorities . (Phase-I) ( 2 nos. x 24 months)

RANJIT BUILDCON LIMITED