Construction of washable aprons, OH tank , UG tank, RO, pump room , water supply pipe line Automatic Waste Water Recycle Plant (AWWRP) and other allied works in c/w Coaching Terminal MG area Shakurbasti

reinforcement steel & including cutting , straightening hooking, bending, binding, placingand keeping and maintaining in position including cost of binding wire. 2. Lead will be paid in respective items. NS2 1400.00 Sqm 6379.15 8930810.00 AT Par 8930810.00 Description:- Supplying & fixing composite Fibre Glass Reinforced Polymer (FRP) Gratings of 40mm height without frame.Load capacity should be 15 MT for width upto 300mm, 10MT for width more than 300mm to 450 mm and 5 MT for width more than 450mm to 600mm, of make

should be resistant to sunlight (UV Stabilised), water, chemical water and sewerage water. Density of material should not be less than 2 ton/cubic m. should have high impact resistance, should be flexible and not brittle. FRP shall comprise of 55% resin and 45% Fibreglass with no filler content. Material of product should conform to IS 1726 and BS EN 124 for load bearing test and permanent set test. Average Wall thickness should not be less than 8 mm NS3 3100.00 Each 272.14 843634.00 AT Par 843634.00 3 DYCE-C-SSB-ENGINEERING/NORTHERN RLY 3 Description:- Providing & laying polysulphide sealant for sealing the top of concrete around the sleeper to prevent water emersion along the sleeper including all labour, material, T&P, GSTetc including cutting of concrete for providing groove of size 10mm along sleeper for the joint filling including cleaning as a complete job NS4 3100.00 Each 195.71 606701.00 AT Par 606701.00 Description:- Providing Laying/Applying Nio Bond coating on Preacast Sleepers before casting at

surface, handling of sleepers, cartage, T&P, including GST, including all labour and material as a complete job. NS5 2000.00 Kg 525.41 1050820.00 AT Par 1050820.00

manufacturer specifications 600 gram per cum" Alkali resistant glass fibre anticrack HD-12. " NS6 225000.00 cum 21.47 4830750.00 AT Par 4830750.00 Description:- Manufacturing, supplying, erecting and assembling of GRP(SMC)tank of required capacity. Tank shall be assembling using GRP(SMC) panel of size1mtrx1mtr and shall be erected on independent staging of 20 to 22 mtr height or as per direction of site engineer, tank shall be externally supported with channel 100mmx50mmx6mm and16mmm dia tie rods, tank shall be provided with an internal ladder of aluminium alloy of approx. weight of 4 kg and external ladder of 50x50x6mm MS angle with 16 mm dia MS rod @ 300mm interval from roof of tank to chequered

every panel joint except corner with pvc pipe 80 mm dia. The tank shall be provided with an inlet, outlet, over flow, drain out and air vent.The size and position of these pipes will be decided by site engineer. Air vent pipe shall be made from GRP(SMC) panel , salient nuts and bolts tie rods and its connection channels and its connection for external supports, internal and external ladder coated with corrosive protection, manhole cover and its connection inlet , outlet, overflow, drain,air vent hole provision etc. complete with all lead & lift to any distance all incidental work all taxes etc, complete job in all respect, Nothing extra will be paid whatsoever the case may be to this effect. NS7 930.00 Each 829.04 771007.20 AT Par 771007.20 Description:- C.I.Rate for P&F Hydrant water control valve 1" (25mm) with detachable key handle and G.I. bend 3/4" (I) body and plug meellea cast iron IS:14329 (2 movable part ball bearing) valve

class IV (S) pipe sealing as a complete job including all L&M, leading, loading, unloading, crossing of tracks, nallahs, all taxes etc So nothing extra shall be paid except the accepted rates whatsoever the case may be."" NS8 2000.00 Metre 112.17 224340.00 AT Par 224340.00 Description:- Supplying, laying and fixing PVC conduit pipes of following sizes for electrical wiring conforming to relevant IS specification including earthling with 14 SWG GI wire and provision of

including cost of material, binding and positioning and holding the conduit in RCC, cutting chases in brick wall and making good including provision of GI fish wire inside all conduits including all incidental work at all height/depth as per approved drawing or as directed by the Engineer in charge with labour and material as a complete job. B. 40mm dia NS9 22100.00 Each 3.95 87295.00 AT Par 87295.00 Description:- Painting of one coat of anti corrosive black bituminous paint on ERC new/ old with approved quality of paint, prior to applying the paint over ERC, proper cleaning of any dust/ rust etc

them and then dipping for short period in bituminous paint of ISI approved mark with wire brush/sand paper and brushing for good quality of work as per instructions of the Engineer in charge including the cost of all material, labour and T&P as a complete job. " NS10 20.00 Joint 21016.26 420325.20 AT Par 420325.20 Description:- "Fabrication of "INSITU" GluedInsulated Joints ofG-3 (L) type for 52Kg/60 Kg rails as perRDSO drawing No. T-671/T-2572 andconfirming to thespecification as perinstructionscontanied in manualfor glued insulatedrail joints.This itemis inclusive of allfittings andaccessories such as:- (a) Long Fishplates. (b) H.T.S.bolts & nuts. (c)Punch Washer. (d)Insulated bushes.(e) InsulatedChannels. (f) 6mmthick end posts. (g)Glue. (h) Hardner.(i) Glass cloth carrierand all the materailsand fittings

situ GluedJoint""in all respectas per RDSO Drg.No. - T671/T-2572and specificationcontained inmanualfor In Situ gluedJoint. Note:- i) In -Situ glued jointsshall be checked forinsulation as perRailwayssatisfaction. Theglued joint shouldbehave satisfactorilyminimum up to 6months from thedate of laying. Incase of any defectsdetected in this period, the gluedjoints shall have tobe replaced. Securitymoney shall only bereleased aftercertification fromsite In- chargeregardingsatisfactory behaviorof all glued jointsminimum up to sixmonths from thedate of laying." NS11 10000.00 Numbers 874.24 8742400.00 AT Par 8742400.00 11 DYCE-C-SSB-ENGINEERING/NORTHERN RLY 11 Description:- Providing and fixing of adjustable MS jack (from 250mm to 400mm) below rail flange to maintain rail level, including rebate for released top MS adjustable part which is contractor's property and including all labour, T&P, all taxes as a complete job. Nothing extra will be paid to this effect whatsoever the case may be. Track NS12 3100.00 472.35 1464285.00 AT Par 1464285.00 metre Description:- Providing and installing contractors standard jigs and fixtures minimum 25 nos. For execution of concrete of washable aprons with track of ordinary PRC sleepers/shallow depth

Lifting the track to the required level using jigs and fixtures. Correcting alignment both vertical and horizontal of the lifted track using jigs and fixture, to ensure track parameter as per IRPWM and making the track ready for casting of jigs and fixtures, all labour tools and plants, removing and refixing of jigs and fixtures for taking up concreting of next stretch, all taxes duties. GSTs etc. complete. 4703269.4 NS13 1.00 Each 4703269.44 AT Par 4703269.44 4

of 20 Kltr. per hour based on R. O. technology with drinking water quality as per BIS specification/WHO standards including all component material, tools & plants, labor, making connection as per approved layout, sizes & specification as a complete job. NS14 12.00 Month 38118.98 457427.76 AT Par 457427.76

commissioning with terms and condition as stipulated in tender document and to the satisfaction of Railway including all labor and material as a complete job. NS15 740.00 Metre 150.00 111000.00 AT Par 111000.00

reputed manufacturerwith skilled workmanship to provide sharp edge cutting in required depth including all L&M , leading loading,unloading, handling charge. 9003675.2 NS16 1.00 Each 9003675.27 AT Par 9003675.27 7 Description:- Designing, fabrication, supplying, erecting, testing and commissioning of Automatic Waste Water Treatment & Recycling Plant (AWWTRP) of 0.6MLD capacity, based on Programmable Logic Controller (PLC) technology at Railway's demarcated location from inlet point of waste water to outlet point of treated water. Scope of work consists of designing, providing and installing all plants & equipments, including SS Effluent Suction Pump with standby unit along with - (i) Microcontroller for automatic transfer of water (ii) Automatic On-line Coagulation Plant based on PLC technology (iii) Automatic On-line Pre & Post Chlorination Plants based on PLC technology (iv) Auto Flocculator (v)

system (viii) Pre & Post Pressure Filtration Plants (ix) Digital On-line Water Flow Meter-cum-Totalizer Including other required fittings, interconnection piping from inlet point of waste water to outlet point of treated water complete with machinery, internal electrical wiring & fittings, MCB Panel, Busbar, Tube-lights, Ceiling Fans, LED Bulbs etc., internal Valves, Pre & Post Mono-block Pumps including booster pumps with SS-Impeller and standby arrangement, Starters etc. as per specifications enclosed with Guarantee / Warranty for 5 years. Treated water quality shall meet the following standards - • Colour- Crystal Clear • Odour- Unobjectionable and odour-free • Taste - Agreeable • pH - 6.5 to 8.5 • Turbidity - Less than 5 NTU • Residual Chlorine - 0.2 to 0.5 ppm • General - unhygienic organic matter-free • BIS Standards - Drinking water quality (IS:10500-1991) Balance description please see in General compliance NS17 365.00 Day 6000.46 2190167.90 AT Par 2190167.90 DYCE-C-SSB-ENGINEERING/NORTHERN RLY Description:- "Annual Comprehensive Maintenance of Automatic Waste Water Treatment & Recycling Plant (AWWTRP) of 0.6MLD capacity after expiry of initial Guarantee / Warranty period including supplying, fixing & replacement of genuine running spares and accessories of plants & pipe lines and keeping plants in good running condition, so as to maintain uninterrupted supply of treated water to user, as directed by Engineer-in-Charge. The rate also includes round the clock operational supervision, operating, maintaining and running (along with Annual Comprehensive 17 Maintenance) of Automatic Waste Water Treatment & Recycling Plant (AWWTRP) of 0.6MLD capacity, comprising of PLC (Programmable Logic Controller) based Automatic Pre-Chlorination & Post-Chlorination Plants, PLC based Automatic Coagulation Plant, Settling Tank, Aeration System, Pre-Filtration & Post-Filtration Plants with provision & use of Calfix (Grade B - Industrial) or similar chemical conforming to IS:11673-1992 and Polychem (Grade Ex.) or similar chemical conforming to IS:15573-2014 and maintenance with provision & use of consumables, spares & accessories, loading/transportation/removal of sludge including men, materials, consumables, tools/plants etc., as directed by Engineer-in-Charge with regular monitoring of the plant and water testing as per standards, mentioned in Item-1 above on turn-key basis for a period of 5 years at Railway's location from inlet point of waste water to outlet point of treated water. Treated water quality shall meet the following standards - • Colour- Crystal Clear • Odour- Unobjectionable and odour-free • Taste - Agreeable • pH - 6.5 to 8.5 • Turbidity - Less than 5 NTU • Residual Chlorine - 0.2 to 0.5 ppm • General - unhygienic organic matter-free • BIS Standards - Drinking water quality (IS:10500-1991) Notes : (i) Testing of water quality shall be done by Contractor once in a week at user's end in the presence of Railway's authorized representative (ii) Treated water quantity shall be measured regularly through water meter and service log-book shall be maintained by contractor. (iii) Cost of water treatment will not be paid for unsatisfactory treatment result. For this duration, contractor will have to make alternate arrangement at its own cost for required quantity of water at railway's washing pit complex and if fresh water from railway's existing set-up is taken, charges of Rs. 1,000 (Rs. one thousand) per day will be recovered from contractor's bills. Further, a penalty at double the accepted rate shall be imposed in addition to no payment for unsatisfactorily treated water quantity, if it continues for more than three days including the day of unsatisfactory result reporting. (iv) Provision of electrical power supply of 3 phase 440V and its running cost for operation of plants / pumps will be borne by Railways. (v) Complete system shall be made over to the user in serviceable condition on completion of the maintenance contract period. (vi) Tenderer should note that quantity of waste water initially available will be about 0.3 MLD. Therefore tenderer shall quote rate accordingly keeping this aspect in view."

Using Soil Class SQ2 Total 932800.00 Item- 2 CHAPTER - 4 : Bridge Works - Super structure Steel S No. Item No Description of Item Unit Qty Rate Amount DYCE-C-SSB-ENGINEERING/NORTHERN RLY Providing and fixing various size HTS holding down bolts conforming to relevant Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job.

With Cement Grout. Cost of cement shall be Kg paid extra. Total 155520.00 Item- 3 Chapter -5: Bridge Works - Misc. S No. Item No Description of Item Unit Qty Rate Amount Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra).

600mm dia. Total 351621.00 Item- 4 Chapter -8: Deep Screening and Ballast Related Activities S No. Item No Description of Item Unit Qty Rate Amount

Removing, screening and salvaging ballast cum from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in-charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Total 2738120.00 Item- 5 Chapter -12: Activities at Construction Sites S No. Item No Description of Item Unit Qty Rate Amount

Dismantling of existing LWR/SWR track of TRM any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer- in-Charge.

Assembling, laying and linking of Broad TRM Gauge track over CC apron, RCC/CC Bed Blocks etc. to correct level & alignment, fixing of all fittings with rails / panels, aligning & leveling correctly, as directed by engineer in-charge. Rate is inclusive of cutting rails, drilling holes for fixing fish plates, lubrication of fittings & fastenings, fixing reference pillars, arrangement for keeping assembly in correct position while concreting, as required. Total 1402038.00 Item- 6 Chapter -13: Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount DYCE-C-SSB-ENGINEERING/NORTHERN RLY Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.

For 60 Kg Rails Total 336930.00 Item- 7 Chapter -17: Handling of Materials S No. Item No Description of Item Unit Qty Rate Amount Loading of rails of any section and length up t o 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

I n Wagon where mechanical handling is MT possible and traffic block is not required or in Truck/trailer. Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.

For lead up to 500 metre.

For lead beyond 500 metre and up to 1 Km. MT

Extra to Items no. 171032 for lead beyond 1 MT Km for every subsequent Km or part thereof and up to 10 Km Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner.

From Wagon where mechanical handling is MT possible and traffic block is not required or in Truck / trailer. Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

I n Wagon/Truck / trailer where mechanical MT handling is possible and traffic block is not required. Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres.

For lead up to 500 metres

For lead beyond 500 metre and up to 1 Km DYCE-C-SSB-ENGINEERING/NORTHERN RLY

Extra to Items no. 172032 for lead beyond 1 MT Km for every subsequent Km or part thereof and up to 10 Km Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading.

Lead up to 5 Km

Lead beyond 30 Km and up to 50 km Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items.

Lead beyond 50 Km and up to 100 Km

Lead beyond 100 Km and up to 150 Km

Extra for every Km per MT beyond 150 Km MT-Km 910000.00 over item no. 172057 Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

From Truck / Trailer Total 6110478.79 Item- 8 CHAPTER 21 : Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or similar Hour with minimum 1.10 cum bucket capacity

Hydra or similar tyre mounted Pick-n-Carry Hour crane of 12T capacity for misc. works of handling of material Total 521013.00 Schedule Schedule B-ALL ITEMS OF DSR Item- 1 1 CARRIAGE OF MATERIALS S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including 1.1 loading,unloading and stacking 1.1.2 Earth 1 1.1.2.1 1km cum 5000 180.4 902000 DYCE-C-SSB-ENGINEERING/NORTHERN RLY 1.1.18 Disposal of moorum/building rubbish/ cum 1510 411.3 621063 malba/ similar unserviceable, dismantled or waste material by mechanical transport 2 including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Total 1523063.00 Item- 2 2.0 E A R T H W O R K S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 2.6 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 18300 205.45 3759735 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then 2.10 returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.10.1 All kinds of soil 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but Metre 2110 417.35 880608.5 2 not exceeding 300 mm dia 2.10.1.3 Pipes, cables etc. exceeding 300 mm dia Metre 25 651.55 16288.75 3 but not exceeding 600 mm 2.25 Filling available excavated earth (excluding cum 11365 253.95 2886141.75 rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 4 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Extra for every additional lift of 1.5 m or 2.26 part thereof in excavation / banking excavated or stacked materials. 5 2.26.1 All kinds of soil cum 6195 104.5 647377.5 2.27 Supplying and filling in plinth with sand cum 3355 2161.2 7250826 6 under floors, including watering, ramming, consolidating and dressing complete. Total 15440977.50 Item- 3 4.0 CONCRETE WORK S No. Item No Description of Item Unit Qty Rate Amount 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 325 7365.15 2393673.75 derived from natural sources : 4 graded 1 stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 51 6833.4 348503.4 derived from natural sources : 6 graded 2 stone aggregate 20 mm nominal size derived from natural sources) DYCE-C-SSB-ENGINEERING/NORTHERN RLY Centering and shuttering including strutting, 4.3 propping etc. and removal of form work for : 3 4.3.1 Foundations, footings, bases for columns Sqm 693 307.95 213409.35 4.14S MISCELLANEOUS Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; 4.20 but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement. 4.20.1 All works upto plinth level : 4.20.1.1 Concrete of M10 grade with minimum cum 840 8033.2 6747888 4 cement content of 220 kg /cum 4.20.1.2 Concrete of M15 grade with minimum cum 1575 8174.75 12875231.25 5 cement content of 240 kg /cum 4.20.1.3 Concrete of M20 grade with minimum cum 1575 8387.15 13209761.25 6 cement content of 270 kg /cum Total 35788467.00 Item- 4 5.0 REINFORCED CEMENT CONCRETE S No. Item No Description of Item Unit Qty Rate Amount 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including strutting, 5.9 propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, Sqm 3655 307.95 1125557.25 1 etc. for mass concrete 5.9.2 Walls (any thickness) including attached Sqm 9800 669.55 6561590 2 pilasters, butteresses, plinth and string courses etc. 5.9.3 Suspended floors, roofs, landings, balconies Sqm 225 766.55 172473.75 3 and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 708 608.35 430711.8 4 bressumers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 345 804.25 277466.25 5 and Struts 5.9.16 Edges of slabs and breaks in floors and walls 6 5.9.16.1 Under 20 cm wide Metre 1912 181.9 347792.8 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Kg 495425 89.65 44414851.25 7 Fe-500D or more. 5.33S DESIGN MIX CONCRETE DYCE-C-SSB-ENGINEERING/NORTHERN RLY Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; 5.33 but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cum 1435 8683.8 12461253 8 cement content of 330 kg /cum 5.33.1.4 Concrete of M40 grade with minimum cum 3325 9108.5 30285762.5 9 cement content of 390 kg/cum All works above plinth level upto floor V 5.33.2 level 5.33.2.1 Concrete of M25 grade with minimum cum 40 10306.2 412248 10 cement content of 330 kg /cum 5.35 Add for using extra cement in the items of Quintal 1647 688.45 1133877.15 11 design mix over and above the specified cement content therein. Total 97623583.75 Item- 5 6.0 MASONRY WORK S No. Item No Description of Item Unit Qty Rate Amount 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. 6.1 (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse cum 23 6658.25 153139.75 1 sand) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 125 8288.35 1036043.75 2 sand) Total 1189183.50 Item- 6 8.0 CLADDING WORK S No. Item No Description of Item Unit Qty Rate Amount 8.0 CLADDING WORK 8.20S STONE WORK DRY CLADDING DYCE-C-SSB-ENGINEERING/NORTHERN RLY 8.31 Providing and fixing Ist quality ceramic Sqm 250 1063.45 265862.5 glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by 1 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Total 265862.50 Item- 7 9.0 WOOD AND P. V. C. WORK S No. Item No Description of Item Unit Qty Rate Amount 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in 9.1 position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.3 Kiln seasoned and chemically treated cum .25 74199.7 18549.93 1 hollock wood Providing and fixing 25 mm thick shutters 9.16 for cup board etc. : Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board 9.20 construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Sqm 10 3086.1 30861 2 Steel butt hinges with necessary screws Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1st class hard 9.21 wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 9.21.1 35 mm thick including ISI marked Stainless Sqm 10 2015.75 20157.5 3 Steel butt hinges with necessary screws Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions 9.27 with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 9.27.1 35 mm thick shutters With ISI marked stainless steel butt hinges 9.27.1.2 of required size 4 9.27.1.2.1 Second class teak wood Sqm 10 4489.45 44894.5 9.72S BRASS FITTINGS Providing and fixing bright finished brass 9.74 tower bolts (barrel type) with necessary screws etc. complete : 5 9.74.2 200x10 mm Each 5 300.55 1502.75 6 9.74.3 150x10 mm Each 10 232.3 2323 DYCE-C-SSB-ENGINEERING/NORTHERN RLY Providing and fixing bright finished brass 9.75 door latch with necessary screws etc. complete : 7 9.75.1 300x16x5 mm Each 5 273.2 1366 Providing and fixing bright finished brass 9.81 handles with screws etc. complete: 8 9.81.1 125 mm Each 5 205.1 1025.5 9 9.81.2 100 mm Each 12 189.85 2278.2 Total 122958.38 Item- 8 10.0 STEEL WORK S No. Item No Description of Item Unit Qty Rate Amount 10.0 STEEL WORK 10.1 Structural steel work in single section, fixed Kg 29000 93.05 2698450 with or without connecting plate, including 1 cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or Kg 131505 111.95 14721984.75 welded in built up sections, trusses and 2 framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in 10.16 position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.3 Electric resistance or induction butt welded Kg 700 140.85 98595 3 tubes Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 15500 142.3 2205650 4 railings, brackets, gates and similar works Providing & fixing fly proof wire gauge to windows, clerestory windows & doors with 10.29 M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.2 Stainless steel (grade 304) wire gauge of Sqm 20 971.55 19431 5 0.5 mm dia wire and 1.4 mm aperture on both sides Providing & fixing glass panes with putty 10.30 and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.2 5.5 mm thick glass panes (weight not less Sqm 15 1243.5 18652.5 6 than 12.50 kg/sqm) Total 19762763.25 Item- 9 11.0 FLOORING S No. Item No Description of Item Unit Qty Rate Amount 11.0 FLOORING 11.16S TILE FLOORING Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed 11.19 with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : 11.19.2 Medium shade pigment using 50% white Sqm 35 1312.1 45923.5 1 cement, 50% ordinary cement DYCE-C-SSB-ENGINEERING/NORTHERN RLY 11.26S KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment 11.26 to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 2 11.26.1 25 mm thick Sqm 20 1706.6 34132 11.37S CERAMIC GLAZED TILES 11.37 Providing and laying Ceramic glazed floor Sqm 150 935.6 140340 tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume 3 Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. Total 220395.50 Item- 10 12.0 ROOFING S No. Item No Description of Item Unit Qty Rate Amount 12.0 ROOFING 12.1S SHEET ROOFING Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), 12.21 including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 1 12.21.1 In 75x75 mm deep chase Metre 50 260.2 13010 12.22 Making khurras 45x45 cm with average Each 10 266.6 2666 minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal 2 size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick 12.40 cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including 12.41 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3 12.41.2 110 mm diameter Metre 50 319.75 15987.5 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain 12.42 water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.1 Coupler 4 12.42.1.2 110 mm Each 10 119.95 1199.5 12.42.5 Bend 87.5 degrees 5 12.42.5.2 110 mm bend Each 10 132 1320 DYCE-C-SSB-ENGINEERING/NORTHERN RLY Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. 12.43 screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 6 12.43.2 110 mm Each 30 309.5 9285 Total 43468.00 Item- 11 13.0 FINISHING S No. Item No Description of Item Unit Qty Rate Amount 13.0 FINISHING 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 1 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 625 294.35 183968.75 15 mm cement plaster on rough side of 13.5 single or half brick wall of mix: 2 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 600 339.1 203460 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 1100 97.6 107360 3 3.84 kg/10 sqm) Finishing with Epoxy paint (two or more coats) at all locations prepared and applied 13.52 as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 4 13.52.1 On steel work Sqm 2000 201.7 403400 13.80 Providing and applying white cement based Sqm 1250 123.85 154812.5 putty of average thickness 1 mm, of 5 approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.86 6 mm plaster on cement concrete or Sqm 195 217.5 42412.5 reinforced cement concrete work with white 6 cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. Total 1095413.75 Item- 13 15.0 DISMANTLING AND DEMOLISHING S No. Item No Description of Item Unit Qty Rate Amount 15.0 DISMANTLING AND DEMOLISHING Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 material within 50 metres lead as per direction of Engineer - in - charge. 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c cum 170 1239.6 210732 1 equivalent design mix) 15.3 Demolishing R.C.C. work manually/ by cum 240 2928.1 702744 mechanical means including stacking of 2 steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing brick work manually/ by mechanical means including stacking of 15.7 serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 3 15.7.4 In cement mortar cum 218.18 1698.45 370567.82 DYCE-C-SSB-ENGINEERING/NORTHERN RLY Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by 15.47 mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge : 4 15.47.1 Up to 150 mm diameter Metre 1500 273.8 410700 Total 1694743.82 Item- 14 16.0 ROAD WORK S No. Item No Description of Item Unit Qty Rate Amount 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 1 16.3.3 53 mm to 22.4 mm size stone aggregate cum 330 1837.25 606292.5 16.3.7 Stone screening 11.2 mm nominal size cum 25 2065.7 51642.5 2 (Type B) 3 16.3.10 Moorum cum 5 888.3 4441.5 16.4 Laying, spreading and compacting stone cum 360 865.8 311688 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in 4 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 . 16.42S CONCRETE PAVEMENTS Providing and filling in position rubberized bitumen hot sealing compound for sealing of 16.46 expansion joints in roads / pavements all complete as per direction of the Engineer-in- Charge. 16.46.1 per cm 2800 7.5 21000 depth per cm Using grade 'A' sealing compound 5 width conforming to IS: 1834. per metre length 16.49S MISCELLANEOUS 16.53 Providing and fixing concertina coil fencing Metre 160 303.65 48584 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 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and 6 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) DYCE-C-SSB-ENGINEERING/NORTHERN RLY 16.69 Providing and laying at or near ground level cum 25 8613.55 215338.75 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 7 at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 16.75 Providing and laying C.C. pavement of mix cum 690 8277.55 5711509.5 M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with 8 wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, 16.78 spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.2 With material conforming to Grade-II (size cum 3325 2775.65 9229036.25 9 range 53 mm to 0.075 mm ) having CBR Value-25 DYCE-C-SSB-ENGINEERING/NORTHERN RLY 16.81 Providing and erecting 2.00 metre high Metre 500 2827.4 1413700 temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work 10 shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting 16.91 and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 grade Sqm 2050 1011.2 2072960 11 with approved color design and pattern. Total 19686193.00 Item- 16 18.0 WATER SUPPLY S No. Item No Description of Item Unit Qty Rate Amount 18.0 WATER SUPPLY C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber 18.31 insertions etc. (the tail pieces if required will be paid separately) : 18.31.3 150 mm diameter 1 18.31.3.1 Class I Each 8 5980.45 47843.6 DYCE-C-SSB-ENGINEERING/NORTHERN RLY Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 18.33 nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.33.1 With common burnt clay F.P.S.(non modular) Each 3 10102.5 30307.5 2 bricks of class designation 7.5 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 18.34 nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.34.1 With common burnt clay F.P.S.(non modular) Each 1 17577.9 17577.9 3 bricks of class designation 7.5 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing and laying D.I. Specials of Class K - 18.69 12 suitable for mechanical jointing as per IS : 9523 : 4 18.69.1 Up to 600 mm dia Quintal 5 18025.6 90128 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes 18.70 including testing of joints and the cost of rubber gasket : 5 18.70.5 300 mm dia pipes Joint 190 357.6 67944 Providing and laying S&S Centrifugally Cast 18.72 (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 6 18.72.19 300 mm dia Ductile Iron Class K-9 pipes Metre 1000 3882.7 3882700 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) 18.73 Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 7 18.73.2 150 mm dia Ductile Iron Double Flanged Metre 3250 2312.9 7516925 Total 11653426.00 Item- 17 19.0 DRAINAGE S No. Item No Description of Item Unit Qty Rate Amount 19.0 DRAINAGE Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. 19.4 cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: DYCE-C-SSB-ENGINEERING/NORTHERN RLY Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed 19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1 19.6.2 150 mm dia. R.C.C. pipe Metre 2000 493.1 986200 2 19.6.7 600 mm dia. R.C.C. pipe Metre 25 2098.1 52452.5 Total 1038652.50 Item- 19 22.0 WATER PROOFING S No. Item No Description of Item Unit Qty Rate Amount 22.0 WATER PROOFING Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of 22.23 synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 22.23.1 For vertical surface two coats @ 0.70 kg per Sqm 250 406.25 101562.5 1 sqm 22.23.2 For horizontal surface one coat @1.10 kg Sqm 200 311.5 62300 2 per sqm. Total 163862.50 Item- 20 23.0 RAIN WATER HARVESTING & TUBEWELLS S No. Item No Description of Item Unit Qty Rate Amount 23.0 RAIN WATER HARVESTING & TUBEWELLS 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 23.1 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 90 metre depth below ground level. 23.1.1 All types of soil 1 23.1.1.1 300 mm dia Metre 180 592.05 106569 DYCE-C-SSB-ENGINEERING/NORTHERN RLY 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 23.2 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 23.2.1 All types of soil 2 23.2.1.1 300 mm dia Metre 180 690.7 124326 Total 230895.00