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| 1 | Lump sum amount worked out by the contractor for \\"BUILDINGS & STRUCTURES\\" as listed in Schedule 'A' Part-I. on Serial Page No. 42 |
| 2 | Lump sum amount worked out by the contractor for \\"PILE FOUNDATION\\" as listed in Schedule 'A' Part-II on Serial Page No. 44 |
| 3 | Lump sum amount worked out by the contractor for \\"SITE CLEARANCE / AREA DEVELOPMENT/EARTH WORK EXCAVATION\\" as listed in Schedule 'A' Part-III on Serial Page No. 46 |
| 4 | Lump sum amount worked out by the contractor for \\"INTERNAL WATER SUPPLY\\" as listed in Schedule 'A' Part-IV on Serial Page No. 48 |
| 5 | Lump sum amount worked out by the contractor for \\"INTERNAL ELECTRIFICATION\\" as listed in Schedule 'A' Part-V on Serial Page No.50 |
| 6 | Lump sum amount worked out by the contractor for \\"EXTERNAL WATER SUPPLY\\" as listed in Schedule 'A' Part-VI on Serial Page No.51 |
| 7 | Lump sum amount worked out by the contractor for \\"RETAINING WALL/PATH WAYS\\" as listed in Schedule 'A' Part-VII on Serial Page No. 55 |
| 8 | Lump sum amount worked out by the contractor for \\"SOLAR LED STREET LIGHTING\\" as listed in Schedule 'A' Part-VIII on Serial Page No.56 |
| 9 | Lump sum amount worked out by the contractor for \\"ROAD, PATH, HARD STANDING & CULVERT\\" as listed in Schedule 'A' Part-IX on Serial Page No. 57 |
| 10 | Lump sum amount worked out by the contractor for \\"GATE/ FENCING\\" as listed in Schedule 'A' Part-X on Serial Page No. 59 |
| 11 | Schedule \\"A\\" Part - XI: [Miscellaneous Items] [PILE FOUNDATION, SITE CLEARANCE / AREA DEVELOPMENT/EARTH WORK EXCAVATION, INTERNAL WATER SUPPLY, INTERNAL ELECTRIFICATION EXTERNAL WATER SUPPLY, RETAINING WALL/PATH WAYS, SOLAR LED STREET LIGHTING, ROAD, PATH, HARD STANDING & CULVERT&GATE/FENCING ]: [To be quoted by the bidder.] |
| 12 | M&L for Drilling or boring for 500mm nominal dia. bored cast-in-situ piles through any or all types of strata i.e soft/loose soil, stiff clay, gravel, cobble stone, compact moorum, soft conglomerate or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method with perennial water and disposal of drilling/bored materials outside MD land as directed, complete all as specified and as directed. |
| 13 | All as per Serial Item No. 01 here in before but for 500mm nominal dia through hard rock for founding depth minimum 2D (Where D is dia of pile), complete all as specified. |
| 14 | M&L for Drilling or boring for 600mm nominal dia. bored cast-in-situ piles through any or all types of strata i.e soft/loose soil, stiff clay, gravel, cobble stone, compact moorum, soft conglomerate or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method with perennial water and disposal of drilling/bored materials outside MD land as directed, complete all as specified and as directed. |
| 15 | All as per Serial Item No. 03 here in before but for 600mm nominal dia through hard rock for founding depth minimum 2D (Where D is dia of pile), complete all as specified. |
| 16 | M&L for Drilling or boring for 800mm nominal dia. bored cast-in-situ piles through any or all types of strata i.e soft/loose soil, stiff clay, gravel, cobble stone, compact moorum, soft conglomerate or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method with perennial water and disposal of drilling/bored materials outside MD land as directed, complete all as specified and as directed. |
| 17 | All as per Serial Item No. 05 here in before but for 800mm nominal dia through hard rock for founding depth minimum 2D (Where D is dia of pile), complete all as specified. |
| 18 | M&L for Drilling or boring for 1000mm nominal dia. bored cast-in-situ piles through any or all types of strata i.e soft/loose soil, stiff clay, gravel, cobble stone, compact moorum, soft conglomerate or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method with perennial water and disposal of drilling/bored materials outside MD land as directed, complete all as specified and as directed. |
| 19 | All as per Serial Item No. 07 here in before but for 1000mm nominal dia through hard rock for founding depth minimum 2D (Where D is dia of pile), complete all as specified. |
| 20 | M&L for Cutting & Chipping of laitance concrete in piles above cut off level upto a maximum of 1m from cut of level and disposal to distance of exc. 50m but n. exc. 250m and depositing where directed by Engineer-in-Charge. |
| 21 | Carrying out initial load tests on test pile of 500mm dia as per standard procedure laid down in IS-2911 by static load test method with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc. as specified and as directed by GE and submission of reports for 2.5 times of the design load in non-working areas in the vicinity of site, including the cost of new piles with specification as same as working pile with minimum depth of socketing into the hard rock 2D (Where D is dia of pile) depth, complete all as specified. Note: Load rquired for testing as per IS shall be arranged by the contractor and test pile shall be abondoned after testing. (UC-4,8, & 9) |
| 22 | Carrying out initial load tests on test pile of 600mm dia as per standard procedure laid down in IS-2911 by static load test method with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc. as specified and as directed by GE and submission of reports for 2.5 times of the design load in non-working areas in the vicinity of site, including the cost of new piles with specification as same as working pile with minimum depth of socketing into the hard rock 2D (Where D is dia of pile) depth, complete all as specified. Note: Load rquired for testing as per IS shall be arranged by the contractor and test pile shall be abondoned after testing. (UC-5,6,7 &10) |
| 23 | Carrying out initial load tests on test pile of 800mm dia as per standard procedure laid down in IS-2911 by static load test method with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc. as specified and as directed by GE and submission of reports for 2.5 times of the design load in non-working areas in the vicinity of site, including the cost of new piles with specification as same as working pile with minimum depth of socketing into the hard rock 2D (Where D is dia of pile) depth, complete all as specified. Note: Load rquired for testing as per IS shall be arranged by the contractor and test pile shall be abondoned after testing. (Admin store) |
| 24 | Carrying out initial load tests on test pile of 1000mm dia as per standard procedure laid down in IS-2911 by static load test method with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc. as specified and as directed by GE and submission of reports for 2.5 times of the design load in non-working areas in the vicinity of site, including the cost of new piles with specification as same as working pile with minimum depth of socketing into the hard rock 2D (Where D is dia of pile) depth, complete all as specified. Note: Load rquired for testing as per IS shall be arranged by the contractor and test pile shall be abondoned after testing. (Cover Shed) |
| 25 | Carrying out routine load test on 500mm dia pile (working pile) as per standard procedure given in IS-2911 (Part IV) by high strain dynamic load with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc and submission of reports for 1.5 times of the design load, complete all as specified and as directed. (UC-4,8 & 9) |
| 26 | Carrying out routine load test on 600mm dia pile (working pile) as per standard procedure given in IS-2911 (Part IV) by high strain dynamic load with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc and submission of reports for 1.5 times of the design load, complete all as specified and as directed. (UC-5,6,7 &10) |
| 27 | Carrying out routine load test on 800mm dia pile (working pile) as per standard procedure given in IS-2911 (Part IV) by high strain dynamic load with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc and submission of reports for 1.5 times of the design load, complete all as specified and as directed. Admin Store |
| 28 | Carrying out routine load test on 1000mm dia pile (working pile) as per standard procedure given in IS-2911 (Part IV) by high strain dynamic load with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc and submission of reports for 1.5 times of the design load, complete all as specified and as directed.Cover Shed |
| 29 | Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and as directed by Engineer-in-charge. |
| 30 | M&L for Point wiring with 1.5 Sq.mm FRLSH PVC insulated unsheathed copper conductor cable, single core multi stranded 1100Volt grade confirming to IS 694: 1977, drawn in and including rigid PVC conduit not less than 20mm bore, concealed type, medium grade as per IS 9537 (Part 1-1983) with conduit accessories, junction boxes, tees, terminal boxes with and including factory made MS boxes, modular cover plates with frame for mounting modular switches thickness not less than 2mm, including one run of 1.5 Sq.mm single core FRLS PVC unsheathed copper conductor cable as earth continuity conductor and connected to common earth dolly, for one light / fan point controlled by one way switch, complete all as specified and as directed. Note: Cutting chases and making good surfaces shall be included in the unit rate. |
| 31 | Description all as per Serial Item No. 1 here-in-before but with 2.5 Sqmm copper conductor cable and 2.5 Sqmm cable as earth continuity conductor for 3 pin 5Amp switch socket point, on independent board, complete all as specified. |
| 32 | Description all as per Serial Item No. 1 here-in-before but for 3 pin 5Amp switch socket point, on Same board, complete all as specified. |
| 33 | Description all as per Serial Item No. 1 here-in-before but with 2.5 Sqmm copper conductor cable and 2.5 Sqmm cable as earth continuity conductor for 3 pin 5/15Amp switch socket point, on independent board, complete all as specified. |
| 34 | Supply, Installation, Testing and commisioning of centrifugal Pumping sets , electric driven, 415 volts, 3 phase 10 Hp capacity complete with motor, pump, base frame, flexible coupling , coupling , coupling guard, anti-vibration pads, star-delta starter, necessary control panel with ammeter ,voltmeter, indicating lamps , push buttons,MCB, cable gland and lugs, including foundation , excavation in any type of soil , PCC(1;3;6) type C-2 for foundation bed , PCC(1:2:4) type B-1 for coping , fixing bolts, painting, connection with suction and delivery pipes with suitable flanger , rubber insertion , nuts,bolts and washers, testing and commissioning complete all as specified and as directed by Engineer-in-Charge. |
| 35 | Supply, Installation, Testing and commisioning of centrifugal Pumping sets , electric driven, 415 volts, 3 phase 40 Hp capacity complete with motor, pump, base frame, flexible coupling , coupling , coupling guard, anti-vibration pads, star-delta starter, necessary control panel with ammeter ,voltmeter, indicating lamps , push buttons,MCB, cable gland and lugs, including foundation , excavation in any type of soil , PCC(1;3;6) type C-2 for foundation bed , PCC(1:2:4) type B-1 for coping , fixing bolts, painting, connection with suction and delivery pipes with suitable flanger , rubber insertion , nuts,bolts and washers, testing and commissioning complete all as specified and as directed by Engineer-in-Charge. |
| 36 | Supply and laying, testing and comissioning of pipe ductile iron of 100mm bore with socket and spigot ends with inside cement lining with internal metallic zinc coating ans external black bitumen coating duly ISI marked comforming to IS-8329:2000, class K-9.PN-10 rating, laid in trenches/floor complete all as specified and as directed. |
| 37 | Supply and laying, testing and comissioning of pipe ductile iron of 150mm bore with socket and spigot ends with inside cement lining with internal metallic zinc coating ans external black bitumen coating duly ISI marked comforming to IS-8329:2000, class K-9.PN-10 rating, laid in trenches/floor complete all as specified and as directed. |
| 38 | Supply and laying, testing and comissioning of pipe ductile iron of 250mm bore with socket and spigot ends with inside cement lining with internal metallic zinc coating ans external black bitumen coating duly ISI marked comforming to IS-8329:2000, class K-9.PN-10 rating, laid in trenches/floor complete all as specified and as directed. |
| 39 | M&L for DI specials such as bends, tapers any type, Tee pieces, single branch, \\"Y\\" junction, double branch,cross collars, caps and plugs for connecting upto 600mm bore DI pipe all as per IS:9523-2000 complete all as specified and as directed.Note:Fittings shall be conforming to IS 9523:2000 |
| 40 | S&F Cast iron sluice valve conforming to IS:14846 or latest, suitable for 250mm bore pipe, flanged of class PN 1.6 including brass spindle and necessary fixing arrangement like rubber gasket etc., complete all as specified and as directed. |
| 41 | Supply, fix,testing CI non return valve of 250mm dia, double flanged confirming to IS: 8321 part-I, PN 1.6 complete all as specified and directed. |
| 42 | S&F Cast iron foot valve ball type, sutable for 100mm bore shall conform to IS:4038:1986, fitted with and including 'Y' strainer which will have cored holes/ slots with starining and including necessary fixing arrangement, complete all as specified and directed. |
| 43 | S&F Cast iron foot valve ball type, sutable for 150mm bore shall conform to IS:4038:1986, fitted with and including 'Y' strainer which will have cored holes/ slots with starining and including necessary fixing arrangement, complete all as specified and directed. |
| 44 | S&F Cast iron foot valve ball type, sutable for 250mm bore shall conform to IS:4038:1986, fitted with and including 'Y' strainer which will have cored holes/ slots with starining and including necessary fixing arrangement, complete all as specified and directed. |
| 45 | Supply and fix Cast Iron Air Valves with single air outlets,conforming to IS 14845, suitable for size 100 mm dia bore, flanged of class PN 1.6, rubber lined, including brass spindle and necessary fixing arrangement like rubber gasket etc., complete all as specified and directed. |
| 46 | Supply and fix Cast Iron Air Valves with single air outlets,conforming to IS 14845, suitable for size 150 mm dia bore, flanged of class PN 1.6, rubber lined, including brass spindle and necessary fixing arrangement like rubber gasket etc., complete all as specified and directed. |
| 47 | Supply and fix Cast Iron Air Valves with single air outlets,conforming to IS 14845, suitable for size 250 mm dia bore, flanged of class PN 1.6, rubber lined, including brass spindle and necessary fixing arrangement like rubber gasket etc., complete all as specified and directed. |
| 48 | M & L for construction of brick masonary (230 mm thick wall) valve pit of size 1500 x 1500 x 1000mm inner dimension including necessary earth work , PCC 1:4 8, 75 mm thick Type D-2 using 40 mm graded stone aggregate as in foundation , brick wall build in CM 1:6 , rendering 15 mm thick with CM 1: 6 externally upto 15 CM below GL and CM 1: 4 internally and providing MS Sheet cover 3.15 mm thick welded with hinges including necessary looking arrangement and complete all as specified and directed by Engr-in-Charge. |
| 49 | Supply , installation, testing and commissioning of Solar Street Light System , Model No. SSSPL/SLITE 1240/40-1 comparising of one white LED luminaire(minimum 9W), complete with inbuilt charge controller, 12V 27AH maintenance free battery , 40 W solar photovoltaic module with mounting frame ,GI tubular pole 7.0m height with bracket, battery box , interconnectiong cables , connectors , earthing arrangment and all necessary fixing accessories , complete all as specified and directed by Engineer-in-Charge. Note:- GI poles will be measured and paid separately under relevant schedule 'A\\" Part V |
| 50 | Material and labour for PCC 1:3:6 type C2 (40mm nominal size) for foundation of pole Size(300x300x600 including excavation,RFR Disposal (not exe 50m) refilling & Anchor bolt etc as per drawings for pole foundation complete all as specified and directed by Engineer-in-Charge. |
| 51 | Ceiling rose, 3 terminals PVC/Polycarbonate, 3 Phase isolated body complete all as specified and as directed. |
| 52 | S&F RCCB double pole 32 Amp, 100mA,230 Volt, B Curve with necessary connecting up in MCB DB, testing and commissioning complete all as specified and as directed. |
| 53 | S&F sheet metal enclosure MCB DB double door, single pole and neutral ,8 way sheet Phospetised power coated with 200 Amps rated bus bar 240 Volts nutral link, IP-20 protection, fixed in concealed position complete all as specified and as directed. |
| 54 | S&F sheet metal enclosure MCB DB double door, Triple pole and neutral 4way sheet Phospetised power coated with 200 Amps rated bus bar 415 Volts nutral link, IP-20 protection, fixed in concealed position complete all as specified and as directed. |
| 55 | M&L for Dry river sand cushioning over and around the cable for cable protection in trenches, leveled and punned down conplete all as specified and as directed. Note: The punned down thickness shall be meansured for payment. |
| 56 | M&L for Un-reinforced precast Cement Concrete Cable Cover, Class LV, Type - 1 flst, size 250mm X 150mm X 40mm in trenches for cable protection, embossed with \\"ELECTRIC\\" on the top surface complete all as specified and as directed. |
| 57 | S&F LED bulb 1x8w, 220volt, P.F>0.95 with and including lamp holder PVC/polycarbonate type with cord grip cap suitable for LED lamp, complete all as directed by Engr-in-charge. |
| 58 | Supply, install and testing of Feeder pillar box ( outdoor) cubical type, floor mounted fabrictaed out of 3mm thick CRCA sheet and front opening door with locking arrangement and painted with epoxy powder coated paint with suitable aluminium bus bar of 800 Amps capacity for 3 phase 4 wire system 415V having seperate compartments for each switch gear, metering equipment, CT coils etc complete and also provision for two spare compartments suitable for40A capacity MCCB complete with the following:(i) Incoming: (a) MCCB 63 Amps, 4Pole, 25kA with O/L, S/C & E/F protection - 01 Nos (b) Digital Ammeter with selector switch-1 Nos (c) Digital Voltmeter with selector switch - 1 No (d) LED indication lamp (RYB) -01 Set (ii ) Outgoing: (a) MCCB 16-40Amps, 4Pole, 16kA with O/L, S/C & E/F protection - 03 Nos (b) Space for 01No of 40Amp MCCB 4P(Note: All Incoming MCCBs are of Microprocessor based and out going MCCBs are of Adjustable type) |
| 59 | S&F LED light fitting 1x20 watt , 220watts, > 100 lum/watt, PF>0.95, AC decorative box type with driver holder, including LED tube light and connecting up three core flexible copper conductor cable of suitable size from ceiling rose, complete all as specified and directed. |
| 60 | M&L for Valve chamber of size 1500mm x 1500mm x 1000mm internal dimensions, with and including excavation in any type of soil, spreading, levelling and refilling etc. PCC (1:4:8) type D2 for foundation, Fly ash brick work of one brick thick wall in CM (1:4) including internal plaster 15mm thick in CM (1:4) external plaster 15mm thick(1:4) upto 150mm below GL and providing coping in PCC (1;2:4) type B1, angular iron frame of size 50x50x6mm with 6mm thick MS plate cover complete including locking arrangements and having FRP coating of 2mm thick on both inside and outside surfaces, complete all as specified and shown in TD drawing. |
| 61 | S&FCO2 fire Extinguishers 4.5 Kg Capacity ,complete with initial Charge , gun meta cap , discharge hose with nozzle , wall fixing brackets etc confirming to IS: 15683, complete all as spesicified and directed. |
| 62 | S&F Der chemical powder fire Extinguishers9 Kg Capacity ,complete with initial Charge , gun meta cap , discharge hose with nozzle , wall fixing brackets confirming to IS: 15683 etc complete all as spesicified and directed. |
| 63 | S&F AFFF type fire Extinguishers mechanical foam type ,9 Ltrs Capacity ,complete with initial Charge , gun meta cap , discharge hose with nozzle , wall fixing brackets etc confirming to IS: 15683, ISI marked, complete all as spesicified and directed. Please Enable Macros to View BoQ information |
