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Tender For Drainage Of Rain Water Under Basantkunj Housing Scheme, Construction Of 400 Kl Cashmere Flood Pumping Station Similar To Barikala Barrel Behind Rashtra Prerna Isthal And Its Maintenance And Operation For 05 Years. - PART-A (400 KL Sumpwell)-CIVIL WORK 2 Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth. 1 5m in width as well as 10 sqm on plan) including disposal of excavated carth, lead upto Som and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (Analysis Rate) 3 0.0 to 1.50 Mtr 4 1.50 to 3.0 Mtr 5 3.0 to 4.50 6 4.50 to 6.0 Mtr 7 Providing and laying in cement concrete 1:4:8 (1 cement 4 coarse sand 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work, in foundation and floors. (DSR 4.1.8) 8 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 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. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia (DSR - 20.3.1*0.8667) 9 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 cement, 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, 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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement Concrete of M30 grade with minimum cement content of 350 kg/cum (For R.C.C. Lintel) For 398 kg/Cum. All works upto plinth Civil (DSR - 5.33.2.2) 10 RCC FOOTING AND RAFT 11 RCC SUMP WALL AND INTAKE CHANNEL 12 RCC COLUMN 13 RCC LINTEL 14 RCC BEAM 15 RCC SLAB, CSS and DG PLATFORM 16 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level (Sanctioned Rate) 17 Brick work in below plinth level including necessary cutting and moulding of brick work as required and also inchading honeycombed brick work in thickness of wall more than 12cms (1:6 cement & coarse sand I cement 6 coarse sand) (DSR 6.4.2) 18 Brick work in super-structure above plinth level including necessary cutting and moulding of brick work as required and also inchading honeycombed brick work in thickness of wall more than 12cms (1:6 cement & coarse sand I cement 6 coarse sand) (DSR 6.4.2) 19 12 mun cement plaster of mix: 1:6 (1 cement: 6 Fine sand) (DSR 13.1.2) 20 12 mm cement plaster on the fair side of single or half brick wall of mix :1:6 (1 cement: 6 Fine sand)(DSR 13.1.2) 21 Cement plaster 1.3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 20 mm cement plaster. (DSR 13.9.2) 22 supply spreading, levelling and compacting earth in the campus for satisfaction Engineer Incharge. 23 Supply & fixing of flush doors commercial quality conforming to IS 2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally (a) 31mm thick (DSR 9.21.2) 24 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods, gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required complete. 25 Providing & Fixing of Door/Windows grill (DSR 10.26.1) 26 Z-Section steel windows. (DSR 10.25.2) 27 Angle Iron Door Chaukhat 40*40*5 (DSR 10.31) 28 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface)(DSR 13.82.2) 29 Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem, supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials (DSR 13.44.1) 30 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials. (For Ceiling) (DSR 13.88.2) 31 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws ect. Complete. (DSR - 9.63.1) 32 250 mm x 10 mm 33 200 mm x 10 mm 34 Providing and fixing ISI marked oxidised MS handles conforming to ES 4992 with necessary screws. ec complete 125 mm(DSR - 9.66.1*0.8667) 35 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small acies not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3 Hi-gloss apcolite superla:, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt dust and other foreign maiter sand papering and stoping including cost of all itaterials labour tools and plants etc required for proper completion of the work (DSR 13.53.1) 36 Same as item 21 above but on new wood surface (DSR 13.61.1) 37 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies terraces etc consisting of following operations a) Applying a slurry coat of neat cement using 275 kg/sqm of cement admixed with water proofing compound confornung to IS 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment b) Laying brick bats with mortar using broken bricks/brick bais 25 mm to 115 mm size with 50% of cement mortar 15 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 15 (cement 5 coane sand) admixed with water proofing compound.IS 2645 and approved by Engineer-in-charge to requned slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper canng applying a second coat of cement slurry using 2.75 kg sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge di Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in- charge including 1 (DSR 22.7.1) 38 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC. kitchen and the like consisting of 1) Ist course of applying cement slurry 4, 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface) IInd course of 20mm cement plaster 13 (1 cement 3 coarse sand) maxed with water proofing compound in recommended proportion mcluding rounding off junction of vertical and horizontal surface IIIrd course of applying blown or residual bitumen applied hot at 17 Kg per sqm of area iv) IVth course of 400 micron thick PVC sheet (Overlaps at jomts of PVC sheet should be 100 mm wide and pasted to cach other with bitumen 17 Kg/sqm)(DSR - 22.5) 39 Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior. sewage & water treatment plant, tunnels subway and bridge deck etc at the time of transporting of concrete into the drum of the ready-mix trick, using integral crystalline admixture 0.80% (marumum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer"s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in AC1-212-3R- 2010 ie by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be camed out all complete as per specification and the direction of the Engineer- m-charge The product performance shall carry guarantee for 10 years against any leakage (DSR - 22.22*) 40 Providing and laying Ceramic glazed floor tiles of size 300x300 mm ckness to be specified by the manufacturer) of ist quality conforming IS15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 14 (1 Cement 4 Coarse sand), Jointing with grey cement slurry 3.3 kg xsq.mm including pointing the joints with white cement and matching pigment etc complete. (DSR - 11.37*) 41 Cement concrete flooring 1 cement 2 coarse sand 4 graded. one aggregate) finished with a floating coat of neat cement, including cenen siurry, but excluding the cost of nosing of steps etc complete) mun thick with 20 mm nominal size stone. (DSR 11.3.1) 42 Centering and Shuttering including strutting, propping etc. and removal. 43 Suspended floors. Roofs, landings, balconies and access platform. (DSR - 5.9.3*) 44 Lintels. Beams. Plinth beams, girders, bressumers and cantilevers. (DSR - 5.9.5) 45 Vertical wall, Columns. Pillars, Piers, Abutments. Posts and Struts. (DSR - 5.9.6*) 46 Dewatering of Sump during Construction period and flooding conditions 47 PART-B (E/M WORK) 48 Supply, Installation Testing & Commissioning of Electric sewage VT Propeller Axial Flow Pumping plant including level sensor for auto operation, column assembly ,Suction Stainer. Tee ,Reducer, coupling with all connected Equipment etc all Complete (Kirloskar, Flowmore or Equivalent Make, relevant to IS/B3 Standard )13000 LPM capacity ,12 M head , complete in all respect.Pumpset Data Sheets Liquid - Storm Water/Flood WaterSp. Gravity - 1.10Pump Capacity - 13000 lpmPump Size - 12""Pump Speed - 1500 RPMDischage - 780 m3Bowl eff. - 82%Lubrication - waterMotor Rating - 45 KWSpeed - 1500 RPMMake - ABBVoltage - 415frq - 50 Hz.T & P - vertical - Solid shaf-1Load DetailPump - 2000 KG (Approx)Motor - 400 KG (Approx)Details of discharge flangeas per IS - 1538 (300 NB)MOCCasing :1.5-2% NiCI FG 260Impeller :CF8M OR latest advance material, line-impeller Shaft/coupling-SS410, Col. pipe, dischare hood: MS 49 Supply, Installation Testing & Commissioning of LT Starter Panel (mains and stater ) suitable for above Pump with required Civil work and Complete in all respect.Supply of LT panel with Three incoming ( 2 CSS +1 DG set) , AMP panel, APFC panel , Phase reversal and all safety measeres and6 outgoing for pump, EOT crane, light & fan, for spare of PPT, Suitable capacity of Fully Automatic Star Delta Starter of MAKE ABB/ L&T/ Eqv. , comprisingwith following item as per given below.l. Contactor of suitable ratings. m. TOR of Suitable ratings.n. PB Switcheso. Dual Amp & Voltmeterp. Amp meter Selector Switchq. Toggle Switchesr. Indicating Lamps Phase Failures. Phase reversal relayt. Single phase preventeru. Capacitor of suitable ratings.v. GSM 50 Supply, Installation Testing & Commissioning of NR Valve special design for sewage purpose. Flanged end as per IS : 5312 Body, Cover-CI IS : 210, Gr. FG260 Door-CI IS : 210 Gr. FG260 Body Ring - bronze IS : 318 Gr. LTB2 Door Face - Natural Rubber Hinge Pin - SS ASTM A276 Type 410 Fasteners - CS IS : 1367, CL - 4.6/4.0 Gasket-Natural Rubber Flange Drilling - IS : 1538, Table 4 & 6 51 300 mm dia. 52 600 mm dia. 53 Supply, Installation Testing & Commissioning of Cast Iron Rising Spindle Sluice Valve Flanged end as per IS : 14846 Body, Cover - CI IS : 210, Gr. FG260 Door-CI IS:210, Gr. FG260 Body Ring-Bronze IS : 318 Gr. LTB2 Door Face-Natural Rubber Hinge Pin - SS ASTM A276 type 410 Fasteners - CS IS : 1367, CL -4.6/4.0 Gasket-Natural Rubber Flange Drilling - IS : 1538, Table 4 & 6 54 300 mm dia. 55 600 mm dia. 56 Supply, Installation Testing & Commissioning Traveling crane supply of 10 Ton Capacity, Span of6 m,12 m traveling crane standard make capacity block extra with required material (Indef/Morris or Equivalent make and should be relevant to IS/BS standard) complete in all respect with required civil work and complete in all respect. 1 . Type - Single Girder Crane for indoor application. 2. Type of Application - The Pump house. 3. Class of Duty -M5 as per IS 3177. 4. Standards - The crane to be Devid Manufactured and tested in accordance with the latest revisions & eshitions of IS IT IS 3177 and other relics ani pode and standards in medicured under Paragraph 5.0. 5. Location - Indoor. 6. Capacity SWL - 10 Tonnes. 7. Height of track rail - 5.9 Mtr above floor level (refer sketch) 8. Span - 9 Mtr. 10. Clearance height above the gantry rail - 1100 mm. 11. Cross trave of Crane - 9 Mtr. 12. Speeds, hoisting/lovering - 266 m/min (approximately), Cross travel - 17.0 m/min (approximately), Long Travel - 20.0 m/min (approximately), 13. Bridge Girder - Bridge girder shall be RSJ type with rubber bullet Indian Standard hot rolled structura sections as per 808-1957 IS 1173- 1957 IS 1864-1963 IS 800-1962 IS 816 1956 Garder should the strong and rugged to withstand the most severe condonatios of loads/swester diferent working conditions The Bridge Girder shall be designed to love maximum deflectim of span 900 at SWL in order to have better structural indegrity Sufficunt space shall be provided for ease of maininanis. 14. End Carriage - Fabricated out of MS Plate or C Channel of saitabile size to farm box except for essential openings which should be renforced. End camages se be fitted with substantial safety stops to prevent the crane from falling and should not lnterfere with removal of wheel. 15. - - . 16. Cross travel and Long travel wheel - 0.75 KW 2 drive for LT motor and 0.55 KW 2 drive for CT motor LT Wheels shall be Double Flanged and CT Wheels Single Flanged of EN 9 nutinal. The item should be machined and hardened to required hardness. The wheals to be mounted on anninction bearings and shall 57 Supply, Installation Testing & Commissioning. 300 mm dia. MS rising mains of 6 mm wall thickness including coupling and laying for discharge of the storm of the pumping plant including excavation laying of the pipe etc. 1.0 to 1.50 Mtr. deep into the underground trench excavated in the existing road etc all comp. as per direction of E/inch. as per the unit rate analysis. 58 Supply, Installation Testing & Commissioning. 600 mm Dia MS rising mains of 6 mm wall thickness including coupling and laying for discharge of the storm of the pumping plant including excavation laying of the pipe etc. 1.0 to 1.50 Mtr. Deep into the underground trench excavated in the existing road etc all comp.with required civil work and complete in all respect 59 Supply, Installation Testing & Commissioning of 400 KVA DG Set , Alternator Water Cooled with Standard Panel, Acoustic Enclosure and Base Framewith required civil work and complete in all respect complying latest Centralpollution Control BoardGuidlines (CPCB-IV) MAKE KIRLOSKER/STERLING/MAHINDRA/EQV. 60 Supply, Installation Testing & Commissioning of 630 kva CSS transformer complete in all respect.Particulars MAKE PVJ/ABC/EQV.(a) Designation (b) Transformer Location - Out Door(c) Degree of protection - IP -55(as per IS :2147)(d) Rated output -01 No500 KVA(e) No load transformation ration11/0.433 KVA - 1 No(f) Number of Phase - Three(g) Rated frequency - 50 Hz.(h) Number of windings/(i) Method of Connection(ii) HV winding - Delta(iii) LV winding - Star(i) Vector group - DYN - II(j) Impulse (peak)(k) Power frequency(Dry and wet)(l) Bushing(i) Voltage ClassesHV LineLV Line(ii) Impulse(iii) Power Frequency with stand HVLVHT VCB/Panel for 500 KVA CSS transformer complete in all respect.Particulars(a)11kv 800A 26.3KA HT VCB (b) Overcurrent & earth fault relay(c) Master Trip Relay (d) TRIP CIRCUIT SUPERVISION RELAY(e) Three Phase ammeter, Acc. CI::1.0(f) Three Phase voltmeter, Acc. CI::1.0(g) Multifunction meter(h)Fixed type Voltage Transformer 100VA/v3/110V/3(i) Current trasnformer resin cast dual core(j) 20A fuse base for bolted type fuse link, Size :F1(k) 6A off set clip in type HRC fuse link, Size:F1(l) 6A 1P 10KA, C-curve MCB(m) Auxilary Relay(n) Indicating light(o) Panel led lamp 150 mm(p) Door limit switch(q) Space heater 100W/230V(r) Thermostat(s) TNC 25A (t) Control terminal Block(u) Power Pack230V AC-24VDC 7AH(v) Emergency push button with NC Element 61 Supply, Installation, Testing & Commissioning of MS Work Specify as per site requirment and MS Manual Screen. 62 UNDER GROUND CABLESSupplyandlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. or as per design requirement 63 240 Sqmm 3.5 Core 64 120 Sqmm 3.5 Core 65 Supply and burring of safe Earthing electrode pf T-39 Cu Copper coated, Length up to 3000mm, outer pipe 76.03 x 3.2 inner pipe 42.4 mm x 2.6 mm, terminal Dia 12mm, coating 80- 100 micro filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs active soil (BFC) capable of reducing the soil restively with good mixture of retaining capacity along with 30 CM square CI Frame with hinged cover & masonry housing. (from electrode terminal to switch board cost of 25x3 copper strip will be extra. 66 11 KV Work 67 Supply/fabrication and Erectionof 11 KV Double Pole Cable Exposure D/C complete with 410 SP-55 11 mtr long ST Pole-2 Nos, 11 kv pin insulator with pin and nut-9 nos, top channel 100x50 mm, MS angle 65x65x6mm, LT XLPE cable AL. 1x240sqmm-18mtr, danger board with clamp-2 nos, barbed wire, pole fencing-2 nos, aluminium lug- 12 nos, holding MS clamps-12 nos, nut bolts etc icluding painting of pole with aluminium paint over red oxide primer all complete as per UPPCL specification 68 S\E of 11 KV TPMO switches on poles including handle rod etc. complete in all respects as approved by E\I. (Previous Sanction Rate) (PS Rate) 69 S\E of 11 KV D.O. fuse set on poles complete in all respects as per approval of E\I. (Previous Sanction Rate) (PS Rate) 70 Supply and Laying of 80 mm dia G.I. pipe for the purpose of cable on the run pole through this G.I. pipe from level as cable carrier pipe should be tied with 2Nos. 50x6mm flat iron clamp with pole as per direction of E/I 71 Supply and laying of185 sq. mm 3 core standered aluminium conductor XLPE(Cross linked polyethylene)insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connectedwith earth conductor by clamps etc. (Supply Rs 1045 + Laying Rs. 910 = Rs. 1955 ) 72 supplying and making 185 sqmm3 Core outdoor cable end termination with heatshrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required all complite as per direction of E/Ic. 73 Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundationincluding the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. 74 S/FofLEDStreetLightFittingwithmandatorydriversethavingdiecastaluminium body and lenses suitable for 140 to 150 watt. Confirming to IP 66 protection having company LOGO engraved complete in all respect including labour as per direction of E/I.SI.No. 1425/2018Cat-AAA.15400-16500system lumensHigh PowerLEDwith Lenses,>1101m/W,PF<0.95THD<10%atfullload,CRI>70,Potteddriverset(Not Circuitory) Phase to Phase Protection at 440V & > 300V auto cut and re-start feature, with 5 years warrantee. Proper completion of work as per direction of E/I - CAT-AAA 75 PART-C (E/M WORK) 76 Operation & Maintanance On Part-B 77 Operation of Part-A 1st Year (0.5 % on Part-B) 78 Operation and Maintanance of Part-A 2nd Year (1 % on Part-B) 79 Operation and Maintanance of Part-A 3rd Year (1.25 % on Part-B) 80 Operation and Maintanance of Part-A 4th Year (1.5 % on Part-B) 81 Operation and Maintanance of Part-A 5th Year (2 % on Part-B)
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