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| 1 | Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water and sanitary lines and resistivity test for finding the soil strata using necessary equipment’s for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB`s. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority and NHAI, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities and NHAI, specification and the direction of the Engineer. Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payabl, In all type of soils. 1600 mm dia 22 mm thick casing pipe (NS Item) |
| 2 | Farmer`s Land required on an average of 20 Mtr. wide stripalong DI Pipe 1200 mm at RD 0-18489 for working space andexecution of pipeline works. For use of private land required forlaying of pipes, movement and operation of cranes, excavators,vehicles and other machinery, storage of excavated earth andexecution of connected works. The contractor shall be solelyresponsible for payment of compensation, if any, towrdsdamamge to standing crops, trees etc and for obtainingtemporary occupation etc. complete in all respects as per siteconditions and directions of the Engineer-in-Charge. |
| 3 | Supply, installing, testing and commissioning of 1200 mm i/d DI DF Double Eccentric Short Body Butterly Valves as per IS: 13095/BSEN 593 (BS: 5155) Body: SGI IS 1865 Gr 400/15: Disc: SGI IS 1865 Gr 400/15: Shaft (Drive/Stub): SS AIS 431, Disc Seal Retainer: SS AISI 304: Body Seat (Integral): Monel 60 Nir Cr Alloy: Disc Seal-EPDM: Cotter Pin: SS AISI 304: Fasteners (Internal/External): SS AISI 304/ CS (CL 4/4.6 ) Flange Drilling: IS 1538 Table 486 complete in all respect as per site requirement and to the satisfaction of Engineer-in-charge, of make IVC Nasik, VAG, AVK, Talis, Kirloskar. (NS Item |
| 4 | Providing and fixing C.I. Kinetic Tamper Proof air valves conforming to and marked with IS: 14845 including carriage, loading, unloading stacking, handling, rehandling etc., drilling, tapping, screwing in DI pipe including supply and fixing of DI special complete in all respects as per site requirements and to the satisfaction of Engineer-in- Charge, of Make IVC Nasik, VAG, Kirloskar, AVK, Talis : 200 mm dia (NS Item) |
| 5 | Supply, installing, testing and commissioning of 1200 mm i/d DI DF Metal Seated Non Rising Spindle Sluice Valve of pressure grade PN1.6 as per IS: 14846: Body Dome: DI IS 1865 Gr 400/15: Wedge:DI IS 1865 Gr 400/15: Body and Wedge Rings: Bronze IS: 318 Gr LTB2 Spindle: SS AISI 410, Fasteners: CS. Flange Drilling: IS 1538 Table 486, Operation - Manual/ Electric Actuator(AUMA, Rotorek, Pneutork, Marsh Pneumatic, Elomatic make with inetegral starter) complete in all respect as per site requirement and to the satisfaction of Engineer-in-charge, of make IVC Nasik, VAG, AVK, Talis, Kirloskar. (NS Item) |
| 6 | Providing all necessary arrangements for temporary storage and safe stacking of Ductile Iron (DI) pipes and allied materials including obtaining necessary permissions from land owners and statutory authorities by establishing a properly fenced,secured and maintained temporary stockyard, including arrangement ofland on patta/lease basis from farmers, site clearance and preparation,stacking platforms, internal access, and providing adequate watch andward (chowkidari) round the clock, including all incidental charges,during execution of work or entire duration,complete till the pipes are safely stored and issued for laying, as directed by the Engineer-in-Charge |
| 7 | Providing comprehensive insurance coverage for Ductile Iron (DI) pipes having Dia 1200 mm and length 19000 m and allied materials against all risks including fire, theft, burglary,transit, natural calamities and other unforeseen risks, including payment of insurance premium, policy charges and all incidental expenses, validfrom the time of delivery at site/store up to installation and commissioning of the pipeline, complete as approved by the Engineer-inCharge. Note :- Actual amount shall be payble lesser of quoted or actual insurence paid. |
| 8 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 9 | [14.18]Filling expansion joints, with special impervious hot pour, 12.5 mm wide. [Through Rate] |
| 10 | [14.68.1.2.1]Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum as per required thickness including I0 mm thick cement plaster 1:5, curing, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. 1.2.1. 75mm thickness In slope Manually with form work [Through Rate] |
| 11 | [17.23.1]Water Bound Macadam Grading - II 1. Water Bound Macadam (63mm to 45 mm) Grading I with screening Type “A” (13.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] |
| 12 | [17.3]Dismantling of flexible pavement by Mechanical Means Bituminous course [Through Rate] |
| 13 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] |
| 14 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] |
| 15 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] |
| 16 | [2.B1211] B1211. R.C.C. pipes NP2 class 350 mm dia [Rate] |
| 17 | [2.B1541] B1541. Ductile Iron Pipe Class K-9 flanges and welding 200 mm dia [Rate] |
| 18 | [20.63.17]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 17. 1200 mm i/d [Labour Rate] |
| 19 | [20.66.17]Cutting DI pipe and chipping or filling the surface to a uniform finish 17. 1200 mm i/d [Through Rate] |
| 20 | [20.68.4]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 4. Above 1000mm dia [Through Rate] |
| 21 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate] |
| 22 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] |
| 23 | [22.162.4.1]Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 4.1. 200 mm diameter Class I [Through Rate] |
| 24 | [3.1.17.12]By Mechanical Transport including loading, unloading and stacking 17.12. R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, S.C.I. pipes, C.I. pipes and unreinforced cement pipes1000, 1100 & 1200 mm dia [5km] |
| 25 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] |
| 26 | [4.16.1.5]Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then 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 : 1.5. Pipes, cables etc, exceeding 900 mm dia but not exceeding 1200 mm dia. [Through Rate] |
| 27 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate] |
| 28 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 29 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 30 | [6.14.1]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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 31 | [6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) [Through Rate] |
| 32 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate] |
| 33 | [6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [Through Rate] |
| 34 | [6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts [Through Rate] |
| 35 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] Please Enable Macros to View BoQ information |
