|
| 1 | Supply, installing, testing and commissioning of 900 mm i/d DI DF Metal Seated Non Rising Spindle Sluice Valve of pressure grade PN10 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) |
| 2 | Farmer`s Land required on an average of 20 Mtr. wide strip along pipeline for working space and execution of pipeline works. For use of private land required for laying of pipes, movement and operation of cranes, excavators, vehicles and other machinery, storage of excavated earth and execution of connected works. The contractor shall be solely responsible for payment of compensation, if any, towrds damamge to standing crops, trees etc and for obtaining temporary occupation etc. complete in all respects as per site conditions and directions of the Engineer-in-Charge. |
| 3 | 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, 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, 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. 1200 mm dia 16 mm thick casing pipe (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 900 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 |
| 6 | Providing comprehensive insurance coverage for Ductile Iron (DI) pipes of dia 900mm and length 6300 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, valid from the time of delivery at site/store up to installation and commissioning of the pipeline, complete as approved by the Engineer-in-Charge. Note: Actual amount payable shall be lesser of quoted or actual insurance paid. |
| 7 | 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 and ward (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. |
| 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 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate] |
| 10 | [2.B1211] B1211. R.C.C. pipes NP2 class 350 mm dia [Rate] |
| 11 | [2.B1541] B1541. Ductile Iron Pipe Class K-9 flanges and welding 200 mm dia [Rate] |
| 12 | [20.63.14]`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.` 14. 900 mm i/d [Labour Rate] |
| 13 | [20.66.14]Cutting DI pipe and chipping or filling the surface to a uniform finish 14. 900 mm i/d [Through Rate] |
| 14 | [20.68.3]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. 3. Above 600mm dia and up to 1000mm dia [Through Rate] |
| 15 | [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] |
| 16 | [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] |
| 17 | [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] |
| 18 | [3.1.17.11]By Mechanical Transport including loading, unloading and stacking 17.11. R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, S.C.I. pipes, C.I. pipes and unreinforced cement pipes900 mm dia [5km] |
| 19 | [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] |
| 20 | [4.16.1.4]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 : 1.4. Pipes, cables etc, exceeding 600 mm dia but not exceeding 900 mm dia. [Through Rate] |
| 21 | [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] |
| 22 | [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] |
| 23 | [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] |
| 24 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate] |
| 25 | [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] |
| 26 | [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] |
| 27 | [6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Through Rate] |
| 28 | [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 |
