Miscellaneous Civil Infrastructure Works

Amount

FENCING WORK (110 KM)

Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbed land up to 50 m and lift up to 1.5 m

Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.

Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer- in-charge upto a distance of 30 m (100) fts) from the foundation trenches

Mild steel or iron work in heavy sizes such as trusses builts up gates, door frames, record racks roof work, glites etc. wrought to required form including drilling holes; rivetting or welding where necessary, and also including supply of steel, bolts, nuts etc.& their fixing required for proper completion of the work.

Cement concrete with (20mm) gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. required for proper completion of the work.

Providing and fixing G.I. chain link tabric fencing of required width in mesh size 100X100 mm including strengthening with 4 mm dia wire or nuts, bolts and washers (Single Twisted) as required complete as per the direction of Engineer-in-charge (Made of Gl wire of dia 4mm)

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4m or 3.00 m apart and with 6 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.)/Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of M.S. angle, C.C. blocks shall be paid separately

Painting with aluminium paint(including primer) of approved brand and manufacture to give an even shade. Two or more coats on new work

Nala Treatment Type 1 (0.6m to 2m)

Mild steel or iron work in heavy sizes such as trusses builts up gates, door frames, record racks roof work, glites etc. wrought to required form including drilling holes; rivetting or welding where necessary, and also including supply of steel, bolts, nuts etc.& their fixing required for proper completion of the work.

Centering and shuttering including strutting. propping etc, and removal of form for Foundations, foatings, bases of columns, etc. for mass concrete

Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Cement concrete with 20mm gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. required for proper completion of the work.

Painting with aluminium paint(including primer) of approved brand and manufacture to give an even shade. Two or more coats on new work

Nala Treatment Type 2 BOQ (above 2 m)

Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer- in-charge upto a distance of 30 m (100) fts) from the foundation trenches

Mild steel or iron work in heavy sizes such as trusses builts up gates, door frames, record racks roof work, glites etc. wrought to required form including drilling holes; rivetting or welding where necessary, and also including supply of steel, bolts, nuts etc.& their fixing required for proper completion of the work.

Centering and shuttering including strutting. propping etc, and removal of form for Foundations, foatings, bases of columns, etc. for mass concrete

Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Cement concrete with 20MM gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. required for proper completion of the work.

Painting with aluminium paint(including primer) of approved brand and manufacture to give an even shade. Two or more coats on new work

Nala Treatment along Road or fencing ( 8+15=23 Nala )

Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer- in-charge upto a distance of 30 m (100) fts) from the foundation trenches

Centering and shuttering including strutting. propping etc, and removal of form for Foundations, foatings, bases of columns, etc. for mass concrete

Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Cement concrete with 20mm gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. required for proper completion of the work.

Steel reinforcement for RCC work including straighting, cutting, bending, placing in position, binding all complete upto plinth level Thermo-Mechanically treated bars of grade Fe-500d or more

R.C.C work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B. W. G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc required for proper completion of the work Binding wire cost being included in the item.

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 For the steel quantity in Gate

5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:4:8 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources) M10 concrete for Foundation BASE size (600*800*100)

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) M25 concrete for colume of height 3.5meter

5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. I thermo-mechanically treated bars of grade Fe-500D or more.

Centering and shuttering including strutting. propping etc, and removal of form for Foundations, foatings, bases of columns, etc. for mass concrete

FOOTING .6+.6+.8+.8=2.8

COLUMN .3+.4.3.4=1.4

Earth work excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of 50 m and lift upto 1.5 m as directed by Engineer-in-charge.

Painting with aluminium paint(including primer) of approved brand and manufacture to give an even shade. Two or more coats on new work

Piping Network

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing This includes jointing of pipes & fittings with one step CPVC solven cement and testing of joints complete as per direction of Engineer In Charge 15 mm dia pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing This includes jointing of pipes & fittings with one step CPVC solven cement and testing of joints complete as per direction of Engineer in Charge 25 mm dia pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot de cold water supply and all CPVC plain de brass threaded fittings, including fixing the pipe with clamps at 1,00 m spacing This includes jointing of pipes & fittings with one siep CPVC solven cement and testing of joints compicte as per direction of Engineer in Charge 50 mm dia pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC piain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing This includes jointing of pipes & fittings with one sicp CPVC solven cement and testing of joints complete as per direction of Engineer in Charge 110 mm dia

gun metal gate valve

PUMP SET WITH MOTER 10 HP

ELECTRIC WIRING FOR PUMP SET MOTOR

CONTROL PANNEL 3 PHASE

CONSTRUCTION OF BORE WELL FOR SOLAR POWER PARK

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part i), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 150metre depth below ground level of 300mm

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 150mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm Nominal Size dia

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm Dia

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm Dia

For storage RCC TANK 10000 Ltr (12 Nos

For pumping Equipment

Borewell summersible motor

Electrical cable

Starter ( Control Panal)

65 mm gi pipe

Construction of New Internal Main Road 1.6 KM FOR SOLAR POWER PARK

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1,5 m, as directed by Engineer-in-Charge:

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

Supplying and stacking at site Moorum for Shoulders

Supplying and stacking at site Aggregate

90mm to 45 mm size stone aggregate

63 mm to 45 mm size stone aggregate

53 mm to 22.4 mm size stone aggregate

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Providing and applying tack coat using hot straight run bitumen of grade VG-10,Including heating the bitumen,spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing existing road surface as per specifications on W.B.M @0.75 kg/sq.m

Providing and applying tack coat using hot straight run bitumen of grade VG-10,Including heating the bitumen,spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing existing road surface as per specifications on Bituminous Surface @0.0.5 kg/sq.m

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

ROAD FOR INTERNAL PROJECTS BLOCKS 6 KM

LEVELLING FOR INTERNAL ROAD 6000*8= 48000 SQM

INTERNAL ROAD WITH 100 WMM & BITUMINUS TOP 6000*4=24000 SQM

Green Belt Development

Levelling

Horticulture Operations including 300 mm earth filling, grassing, tree plantation /shrus and potted plants.

Office Building (G+1)

Design, Engineering, Procurement, Construction, Finishing, Testing, Commissioning and Handing over of following buildings in RCC Framed Earthquake Resistant Structure, survey, site leveling like cutting and filling for mountainous, undulated area, soil retention,civil works,Internal Water Supply & Sanitary Installations, Electrical & Fire Fighting Works, Internal electric installation, Power wiring and plug, Lighting conductors, Civil External Service Connection, Electrical External Service Connection, water proofing treatment, anti-termite treatment, Fire detection alarm and fire fighting system (as per requirement),access control system, CCTV, LAN system, internal and external electrics, internal and external Plumbing works, overhead RCC water tank, false ceiling Furnitures, external development, including internal & External swerage and drainage system, parking, soakpit and septic tank and maintenance during Defect Liability Period (12 Months) etc. so as to make the building completely functional including obtaining all pre & post construction statutory approvals as applicable. All the above work shall be executed as per tender scope of work and user requirement for specified Plinth area as specified all complete as per direction of Engineer-in-Charge, CPWD Specifications etc. on EPC mode (Turnkey Basis). (Total Built up area 480 sqm)OFFICE BUILDING

WEATHER MONITORING STATION

Supply, Installtion, Erection & Completion of fabrication of watch tower including all works of Weather Monitoring System

SUMMARY OF PORTA CABIN

Supply, Installtion, Providing & fixing of installation of portable security cabin including all civil works complete as per the direction of Site-In-Charge (5 x 4 x 9 feet)

Supply, Installtion, Providing & fixing of installation of Prefabricated toilet

Supply, Installtion, Erection & Completion of fabrication of watch tower including all civil works, girders, trusses, balance steel structural works, Columns, Finishing painting of steel etc.complete as per the direction of Site-In-Charge. (Mild Steel: 30 feet tower height)

STREET LIGHT

Design, Manufacture, Testing at works, supply, storage, transportation to site, including all Civil works, Installation, testing,commissioning and performance test at site of Solar Street lightining system complete with GI pole and GI mounting bracket, control gear box, internal cable from fitting to junction box, and 20W LED fixture, three days battery backup with solar module, earthing, electronics, dusk dawn operation etc including pipe inserts for cable and connecting work and commisioning spares as required, with all material and labour as per specifications, drawings and instruction of Engineer-In-Charge. Nominal height of GL poleshall be 6m. Work to be completed in all respects

Bidder Name

Amount in Words

M/s Suresh Chand Gupta (BID ID -3131370)

Vertex Construction (BID ID -3127259)

Vertex Construction (BID ID -3127259)