Tender For Provision Of Miscellaneous Works For Firing Point Ii At Pxe Chandipur Under Ge (I) Rnd Chandipur.; 1 SCHEDULE A SECTION-I (BUILDING WORKS) as under is not prepriced by MES and prepriced rates indicates 0.00 under Col-5 signified this fact only 2 Lump sum price worked out by the Contractor for“Building Work” as listed in Schedule ‘A’ Section-I 3 Schedule A Section-II to Section-VII as under Serial No. 2.01 to 2.06 are prepriced by MES. 4 Lump sum price worked out by the Contractor for“Excavation and Earth Work” as listed in Schedule ‘A’ Section-II 5 Lump sum price worked out by the Contractor for“Internal Water Supply” as listed in Schedule ‘A’Section-III 6 Lump sum price worked out by the Contractor for“Internal Electrification” as listed in Schedule ‘A’Section-IV 7 Lump sum price worked out by the Contractor for“Fire Hydrant System as listed in Schedule ‘A’Section-V 8 Lump sum price worked out by the Contractor for“Security Compound Wall” as listed in Schedule ‘A’Section-VI 9 Lump sum price worked out by the Contractor for“Compound Wall Gate” as listed in Schedule ‘A’Section-VII 10 SCHEDULE `A SECTION - VIII (MISC ITEMS) as here-in-after not prepriced by MES (To be quoted by the tenderer) 11 SITE CLEARNANCE/DEVLOPMENT, EXCAVTION AND EARTH WORK 12 Banking excavated soil obtained at site in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lift upto 1.5 m complete all as specified and directed. (Surplus soil obtained from excavation to be used). 13 INTERNAL ELECTRIFICATION 14 M&L for Light/power plug for 05/15 A Independent switch socket board with PVC insulated unsheathed stranded FRLS copper conductor cable of size 2x2.5 Sgmm, with PVC insulated unsheathed stranded FRLS copper conductor cable of size 1x2.5 Sqmm for earth continuity wire, to be drawn in and including PVC conduit heavy duty with concealed wiring including all necessary wall cutting and making good disturbed surface. (Considering 7.5m per point) 15 S&F wall mounted fan of 400mm sweep, 230V, 50Hz with all fixing accessories complete with necessary back plate of sufficient thickness anchored on wall complete all as specified and as directed 16 S & F new 20 W, 4 surface and wall mounted LED batten with aluminium housing and integrated driver complete all as specified and directed. 17 S & F new 10 W, 2 surface and wall mounted LED batten with aluminium housing and integrated driver complete all as specified and directed. 18 Supply & fixing LED Building security light fitting compact designed IP 65, Polycarbonate cover high power of capacity 30 watt including provn of necessary connection andGI pipe Bracket of 40 mm dia light grade pipe bend to shape approx length 1.5 Mtr including 2 no. MS Clamp of flat iron size 40x6 mm complete with nut, bolt, washers complete all as specified and directed. 19 M&L for earthing with galvanízed steel earth plate electrode of size 600 mm x 600 mm x 6.0 mm buried directly in ground (earth pit not less than 2 25 Mtr below normal ground level) connected to galvanized earth lead of size 4.Omm by means of bolts, nuts, check nuts and washers of galvanized iron or steel including 20 mm da medium grade GI tubing for protection of earth lead, MS sheet metal funnel wth wire mesh, watering pipe medium grade 20 mm dia, charcoal or coke and common salt in alternative layer of 15 cm compacted thickness all around the electrode with concrete earth pit of PCC 1:36 type C1, 50 mm thick precast RCC (1:2.4) type B1 pit cover reinforced with 8 mm dia deformed bar and suitable handle made of 10 mm dia round bar including galvanised earth Lead of size 4.0 mm for extension of earth lead and necessary excavation, earth work, in soft/loose soil and disposal of spoils to a disance not exc 50 mtr and necessary connection and testing complete all as shown in electrical plate No. 3 of SSR Pt-l, and all as directed and specified 20 Supply and lay double wall corrugated pipe of size 120x103 and as per IS:16205 (part-24) with all necessary fixtures, joints, coupler to lay XLPE cable complete all as specified and as directed 21 FIRE HYDRANT SYSTEM 22 Supply and laying of ductile iron (DI) pipe spigot and socket ends class K-9 of dia 80 mm including tyton joint properly laid in trenches complete all as specified & directed. 23 Supply and laying of ductile iron (DI) pipe spigot and socket ends class K-9 of dia 100 mm including tyton joint properly laid in trenches complete all as specified & directed. 24 Supply and fix DI specials fitting class K-12 for spigot socketed pipe, bends (any type, radius and angle) tapers any type, (straight, bend increasing, decreasing or double socket etc) tee pieces single branch, Y junction double branch , cross of size upto 600 mm dia. 25 M&L for construction of valve chamber of internal size 0.9 mtr x 0.9 mtr x 1 mtrinside with 100 mm thick PCC (1:4:8) type D-2 for foundation, brick walls built in cement mortor (1:4), PCC 1:2:4 type B1 for coping, rendering in cement mortor 1:4, 15mm thick both internally and externally upto 15 cm below GL including provision of MS sheet cover using angle iron 50 x 50 x 6 mm as a frame embedded in concrete and 3 mm thick MS sheet as in cover with necessary locking arrangements duly painted with two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation, returning filling in and removal of surplus soil upto 50 mtr distance complete all as specified and directed. 26 SECURITY COMPOUND WALL 27 M&L for boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of 450mm dia and 10.00m depth below pile cap in design mix concrete of M-35 grade with minimum cement content of 400 kg/cum for reinforced cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. complete all as specified and directed.Note :- (a) Length of pile for payment shall be measured upto to the bottom of pile cap.(b) In the event of increase in quantity of cement content as per design mix, nothing extra shall be admissible and quoted rate are deemed to include for the same. 28 M&L for steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto ground level Thermo-Mechanically Treated bars of grade Fe-500D(CRS) or more complete all as specified & directed. 29 M&L for steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above ground level Thermo-Mechanically Treated bars of grade Fe-500D (CRS) or more complete all as specified & directed. 30 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia, having 50 nos rounds per 6 metre length, upto 3.2m height of wall with existing angle iron Y shaped placed 3.0 m to 3.5m apart and with horizontal 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,with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52mm thick) and weight 43.478 gm/ metre complete all as per specified and directed Note :- Cost of M.S. angle, C.C. blocks and barbed wire shall be paid separately. 31 M&L for vertical initial load test (Test Load 2.5 times the Safe capacity) of single pile upto 50 tonne safe capacity in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete all as per specified and directed.Note :- (a) Initial Load Test shall not be carried out by Dynamic method of testing.(b) Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 32 M&L for vertical routine load test (Test Load 1.5 times the Safe capacity) of single pile upto 50 tonne safe capacity in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete all as per specified and directed.Note :- (a) Routine Load Test shall not be carried out by Dynamic method of testing.(b) Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 33 M&L for lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) upto 50 tonne capacity pile for determining safe allowable lateral load on pile complete all as per specified and directed.
