NIT NO CEB/MRT/T-20 OF 2021-22

Amount

Sch 'A' PART-I (Building Work) (a). Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings.

(b). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A1)

(c). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A2)

(d). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A3)

(e). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A4)

(f). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A5)

(g). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A6)

(h). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A7)

(j). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A8)

(k). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A9)

(l). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A10)

(m). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A11)

(n). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A12)

(o). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A13)

(p). Completion of incomplete work for Construction of sewage lift well 3.00 m internal dia and 6.00 m clear depth including Expnasion Chambers, complete all as specified and shown on drawings. (Details of completed work given in Appx - A14)

Construction of sewage lift well 3.00 m internal dia and 7.50 m clear depth including Expnasion chambers, complete all as specified and shown on drawings.

Construction of sewage lift well 3.00 m internal dia and 9.00 m clear depth including Expnasion chambers, complete all as specified and shown on drawings.

(a). Construction of pump house bldg Single storey complete all as specified and shown on drgs

(b). Completion of incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A15)

(c). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A16)

(d). Completion of incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A17)

(e). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A18)

(f). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A19)

(g). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A20)

(h). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A21)

(j). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A22)

(k). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A23)

(l). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A24)

(m). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A25)

(n). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A26)

(n). Completion of Incomplete work for Construction of pump house bldg Single storey complete all as specified and shown on drgs. (Details of completed work given in Appx - A27)

(a) Construction of flushing tank complete all as specified and shown on drgs

(b) Completion of incomplete work for construction of flushing tank complete all as specified and shown on drgs. (Details of completed work given in Appx - A28)

(c) Completion of incomplete work for construction of flushing tank complete all as specified and shown on drgs. (Details of completed work given in Appx - A29)

(d) Completion of incomplete work for construction of flushing tank complete all as specified and shown on drgs. (Details of completed work given in Appx - A30)

(e) Completion of incomplete work for construction of flushing tank complete all as specified and shown on drgs. (Details of completed work given in Appx - A31)

(f) Completion of incomplete work for construction of flushing tank complete all as specified and shown on drgs. (Details of completed work given in Appx - A32)

Total amount of Schedule 'A' Part II (Area Drainage) (For details see Sch 'A' Part-II in PDF folder)

Total amount of SCHEDULE 'A' PART-III (ROAD, PATH AND CULVERT) (For details see Sch 'A' Part-III in PDF folder)

Total amount of Schedule 'A' Part IV (EXTERNAL WATER SUPPLY) (For details see Sch 'A' Part-IV in PDF folder)

Total amount of Schedule 'A' Part V (EXTERNAL ELECTRIFICATION) (For details see Sch 'A' Part-V in PDF folder)

Sch 'A' PART-VI (Sewage Pumping) (a). Supply, Erection, Commissioning, Testing and Training for Submersible sewage pump sets (set of two pump set, 1W + 1S) for permissible solid 65 mm of under mentioned capacity and including followings :- i) Pump with motor with required resin filled triple protection flexible copper cable from control panel to motor. ii) CI Pedastal Coupling. iii) CI Delevery Bend with suitable foundation as per manufacture's recommendations. iv) 65 mm Dia PN1 class Non Return Valve & sluice valve. v) CI dismantling Joint. vi) 65 mm dia Delivery pipe (Heavy grade GI flanged pipe of length from 6 to 10 mtr/pump including all fittings and GI bend at outlet). vii) 40 mm MS galvanised guide pipe/ Guide wire device as provided by manufacturer (from 6 to 10 mtr/pump). viii) Outdoor type intelligent Control panel which shall ensure fully automatic operation of pump sets in tandem made out of outer shell of 3.15 mm thick powder coated CRCA sheet and inner shell of 2.0 mm thick pwder coated with suitable copper bus bars and locking arrangement and comparising of fully automatic pump starters to be operated by liquid level sensors and pre-programmed schedule, single phase preventer, phase reversal protection MCCBs/MCBs for motor back-up protection and at main incoming to panel bus, Digital Voltmeter, Ameter, wattmeter, LED indication lamps and required rating internal wiring by PVC insulated copper wires etc. Note:- 1. Above panel shall be designed for set of ix) MS chain (from 6 to 10 mtr/pump). x) Liquid level sensor and controls for fully automatic operation of pump sets and temp sensors for preventing the motor winding from overheating. Having Dicharge 4LPS and head 12 Mtr. Make : KSB/Kishore Pumps Pvt Ltd/ AQUA/ GROUNDFOS / Kirloskar

(b). Completion of incomplete work by providing Control Panel, MS chain, Liquid level sensor, testing complete & any other necessary item all as specified in item no.10(a) above for making good / functional of submersible sewage pump sets provided by previous contractor.

All as item No. 10(a) above but having Dicharge 8LPS and head 12 Mtr Make : KSB/Kishore Pumps Pvt Ltd/AQUA/GROUNDFOS / Kirloskar

Completion of incomplete work by providing Control Panel, MS chain, Liquid level sensor, testing complete & any other necessary item all as specified in item no.11 above for making good / functional of submersible sewage pump sets provided by previous contractor.

All as item No. 10(a) above but having Dicharge 15LPS and head 12 Mtr Make : KSB/Kishore Pumps Pvt Ltd/AQUA/GROUNDFOS / Kirloskar

Completion of incomplete work by providing Control Panel, MS chain, Liquid level sensor, testing complete & any other necessary item all as specified in item no.12 above for making good / functional of submersible sewage pump sets provided by previous contractor.

Supply, Erection, Commissioning, Testing and Training for Submersible sewage pump sets (set of two pump set, 1W + 1S) for permissible solid 100 mm of under mentioned capacity and including followings: i) Pump with motor with required resin filled triple protection flexible copper cable from control panel to motor. ii) CI Pedastal Coupling. iii) CI Delevery Bend with suitable foundation as per manufacture's recommendations. iv) 100 mm Dia PN1 class Non Return Valve & sluice valve. v) CI dismantling Joint. vi) 100 mm dia Delivery pipe (DI flanged pipe class K-9 of length from 6 to 10 mtr/pump including DI bend at outlet). vii) 50 mm MS galvanised guide pipe/Guide wire device as provided by manufacturer (from 6 to 10 mtr/pump). viii) Outdoor type intelligent Control panel which shall ensure fully automatic operation of pump sets in tandem made out of outer shell of 3.15 mm thick powder coated CRCA sheet and inner shell of 2.0 mm thick pwder coated with suitable copper bus bars and locking arrangement and comparising of fully automatic pump starters to be operated by liquid level sensors and pre-programmed shedule, single phase preventer, phase reversal protection MCCBs/MCBs for motor back-up protection and at main incoming to panel bus, Digital Voltmeter, Ameter, wattmeter, LED indication lamps and required rating internal wiring by PVC insulated copper wires etc. Note:- 1. Above panel shall be designed for set of two pump sets as to provide provide fully automatic operation of pump sets in tandem. Panel shall be pre-programmed PLC/Microprocessor based and shall be as ix) MS chain (from 6 to 10 mtr/pump) x) Liquid level sensor and controls for fully automatic operation of pump sets and temp sensors for preventing the motor winding from overheating. Having Dicharge 650 LPM and head 25 Mtr Make : KSB/Kishore Pumps Pvt Ltd/AQUA/GROUNDFOS

All as item No. 13 above but having Dicharge 35 LPS and head 12 Mtr Make : KSB/Kishore Pumps Pvt Ltd/AQUA/GROUNDFOS

Completion of incomplete work by providing Control Panel, MS chain, Liquid level sensor, testing complete & any other necessary item all as specified in item no.14 above for making good / functional of submersible sewage pump sets provided by previous contractor.

(a). All as item No. 13 above but having Dicharge 55 LPS and head 12 Make : KSB/Kishore Pumps Pvt Ltd/AQUA/GROUNDFOS

Completion of incomplete work by providing Control Panel, MS chain, Liquid level sensor, testing complete & any other necessary item all as specified in item no.15 above for making good / functional of submersible sewage pump sets provided by previous contractor.

All as item No. 13 above but having Dicharge 75 LPS and head 12 Mtr Make : KSB/Kishore Pumps Pvt Ltd/AQUA/GROUNDFOS

Supply and install Chain pulley block capacity 1 ton complete all as specified and directed.

Total amount of Schedule 'A' Part VII (COMPOUND WALL) (For details see Sch 'A' Part-VII in PDF folder)

Schedule 'A' Part VIII (Generating Set) NOTE :- All quantities are provisional. Supply installation Testing & Commissioning of ECO friendly and as per Ministry of Enviroment, forests notification dt 17 May 2002 diesel Engine driven generating set of 35 KVA/28 KW nearest higher side 400/415 volts, AC 3 phase, 50 HZ ,4 wire, 0.8 PF directly coupled alternator and engine water cooled common base platform with floor mounted wall (mounted/inbuilt fuel tank) of suitable capacity and including all excavation PCC foundation anti vibration pads/dampers as directed by manufacture and other accessories comprising of following:- a) ENGINE- ECO friendly for emission and noise (PCB NORM COMPLIANCE) 4 stoke diesel Engine confirming to BS std developing suitable BHP turbocharged water cooled complete with a provision for 10% overload for one hour in any 12 hours running. i) Fly wheel with starter ring for generating set. ii) Dry type Air filter. iii) Lub oil cooler assembly with accessories. iv) Exhaust air manifold. v) Exhaust silencer. vi) Expension bellow. vii) Exhaust gas turbocharger. viii) Fuel filter (pree micro). ix) Lubricantion oil filter. x) 12V/24V electrical starting system with starting motor & battery charging alternator with self starter and other auto electric accessories as recommended by manufacturer. xi) Centrifugal by-pass filter. xii) In- line Monoblock fuel pump with mechanical governer and fuel pump. xiii) Front & rear engine mounting supports. xiv) Engine control panel consisting of OFF/ON/START keys lub oil pressure gauge, Ammeter, electronic Hour meter, speedometer, voltmeter 3 phase. xv) Safety against low lub oil pressure. xvi) Engine operation/Maintenance, spare parts Manual. xvii) Engine test certificate.

b) ALTERNATOR- Sailent pole brushless type suitable for direct couple to engine self excited, self regulated with fast response thyristor type electronic automatic voltage withhold out put voltage with in desired limit(+1%) Dynamically balanced 400/415 volts AC 3 phase 50 HZ, 4 wire 0.8 PF lagging 35 KVA 1500 RPM star connected (4 wire) screen protected drip proof enclousers liquied coolent cooled with radial fan mounted on rotor with insullation class- F/H and with stand an over load of 10% for one hour in every 12 hours operation ambient temperature condition as per BS 2613 IS 4722 with following accessories. i) One MS frame suitable for mounting of Engine & alternator. ii) One fuel tank of suitable capacity for 12 hrs contineous running complete with fuel gauge inlet/outlet connections drain valve with plug etc. Inbuilt inside DG Set iii) Battery as Manufactur recommended make and capacity, maintenance free with copper leads and terminals of suitable size. iv) One set of AVM pads fitted on base frame. v) One hand operated rotory type pump connected.with HD pipe of length 10 Mtrs. d) FOUNDATION - Cost of PCC foundation as per manufacture recommendation included in the cost of DG Set. e) AMF CONTROL PANEL -The panel shall be made out of fabricated CRCA sheet steel suitable for outdoor floor mounting installation hinged from panel door for easy accessibility and suitable rated bus bar, internal wiring fuses with suitable provision for connection incoming/outgoing leads. It will include for following accessories. i) Alternator and mains connector, 3 pole suitable size with overload relay for protection. (ii) Digital multifanctional programable up to 200 Amps 500 Volts, three phase 4 wire LT net work to read power factor, frequency, Amps, and voltage - 01 No. iii) One set of mains supply voltage monitor to identify low voltage/complete failure and initiate necessory signal for. iv) Push botton for start/stop/reset, acknowledge. v) Master switch for auto/manual/test/off. vi) One set of lamp indicating load on mains set fails to start low lub oil pressure & high coolant temperature. vii) one audio alarm. viii) All control fuses will be so located as to be easly accessible for replacement. viii) Relay section will comprise set of relays for following:- a) Automatic starting of DG set in case of low voltage mains as pre-adjusted. b) Automatic transfer on mains dully monitered quality of supply for preset time period and shut down the DG set after present ideal running time.

c) In the event of faliure disel Engine to start on faliure of mains supply on one attempt to more starting impulse will be automatically given and of still the Engine duse not start due to same defect with in 30 second of first starting impulese it will be disconnected and locked, automatically given audio and visual signals. d) Automatically mains supply resoration without time delay in case of faliure of DG set due to faulty starting. e) The circuit will make use of minimum number of relays and control wiring will be neetly provided with adequate size of copper conductor cable of suitable size and end tag numbered at either ends. Note: AMF Panel of DG set shall be fixed inside the canopy of DG Set. f) Acoustic enclosure- Supply & install of Acoustic Enclosure suitable for 35 KVA DG set as under. i) Fabricated out of CRCA sheet of suitable thickness as per manufacture design. Polyster based powder coated internaly and externaly with lockable type door handle. All nuts and handles shall be zinc coated. ii) The doors are gasketed with EPDM gaskets. iii) Sound proofing with high quality rock wool/mineral wool confirming to IS 8183 of 50mm thickness and density at 96 Kg /M3 coverd with fiber glass cloth and perforated powder coats sheet specialy designed allenuators (Sound controller) at air entry and exit of the container noice level shall be not exceed 75 Db at 1 meter distance as per CPCB norms. iv) Adequate ventilation to meet air requirement for combustion and heat removal with provn of a blower. v) Emergency stop push button out side the container. vi) Provn of light inside the canopy providing of FTL fitting 1x20 watt with wiring and control switch

All as item No 19 to 19.2 above but 20 KVA/16 KW Alternator of 20 KVA.

(a) All as item No 19 to 19.2 above but 15 KVA/12 KW Alternator of 15 KVA.

(a) All as item No 19 to 19.2 above but 10 KVA/8 KW Alternator of 10 KVA.

Schedule 'A' PART-IX (Site clearance) Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth, in soft/loose soil and getting out for foundation or for manholes etc. not exc. 10 Sqm on plan complete all as specified and directed.

All as per item No 24.00 above but exc 1.5m in depthj and not exceeding 3.0m deep

Blank

All as per item No 24.00 above but exc 4.5 m in depthj and not exceeding 6.0 m deep

Removing surplus soil (excavated material) to a distance not exceeding 50 metres and depositing where directed at a level not exc. 1.5 metres above the starting point complete all as specified and directed.

Returning, filling in with excavated soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft/ loose soil, complete all as specified and directed. Note : Excavation and earth work under various parts of schedule 'A'(except sch 'A' part I Bldg work) shall be measured and paid under this schedule.

Total amount of Schedule 'A' Part X (Demolition) (For details see Sch 'A' Part-X in PDF folder)

Total amount of Schedule 'A' Part XI (Sewage Disposal) (For details see Sch 'A' Part-XI in PDF folder)

Schedule 'A' PART-XII (Misc Schedule) NOTE :- All quantities are provisional Earthing complete with GI earth plates electrode 600x600x6mm thick burried directly in ground earth pit not less than 2.5 mtr deep below ground level with top edge of earth plate not less than 2.15m below GL the plate surrounded with adequate quantity of charcoal dust mixed with salts to a packet thickness of 15 cm all around the plate,using GI earth strip 32x6mm connected to earth plate by means of nut ,bolts and washers GI pipe light grade 50mm bore for protection of strips from edge of earth plate to transformer plinth including water pipe of size light grade 50 mm from earth chamber to edge of earth plate,CI funnel with wiremesh fixed on water pipe and PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in pit chamber and RCC pitcover 50mm thick pre-cost RCC 1:2:4 type B-1 dully rainforced with MS bars 6mm dia @100 cc both ways with 10mm dia MS bar in lifting handle excavation earth work etc all as directed in electrical plate No 3 of SSR pt I complete.

Completion of incomplete work by providing earth pit, funnel, wire mesh, CI cover and any other necessary item all as specified in item no.32 above for making good / functional of earthing provided by previous contractor.

Earthing complete with GI earth plates electrode 600x600x6mm thick burried directly in ground earth pit not less than 2.5 mtr deep below ground level with top edge of earth plate not less than 2.15m below GL the plate surrounded with adequate quantity of charcoal dust mixed with salts to a packet thickness of 15 cm all around the plate,using GI earth wire 4mm dia connected to earth plate by means of nut ,bolts and washers GI pipe light grade 50mm bore for protection of strips from edge of earth plate to transformer plinth including water pipe of size light grade 50 mm from earth chamber to edge of earth plate,CI funnel with wiremesh fixed on water pipe and PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in pit chamber and RCC pitcover 50mm thick pre-cost RCC 1:2:4 type B-1 dully rainforced with MS bars 6mm dia @100 cc both ways with 10mm dia MS bar in lifting handle excavation earth work etc all as directed in electrical plate No 3 of SSR pt I complete.

Laying, jointing and testing LT under ground cable XLPE insulated strip armoured conforming to IS-7098 laid in trenches/ducts/fixed on poles/walls/laid under roads/paths/culverts/drain encased GI pipe/fixed, heavy duty LT 1100 volts earth grade with aluminium conductor complete as specified and directed at site of following cross sectional area :- Note : Cables shall be issued under sch 'B' free for fixing (a) 50 Sqmm 3.5 core

(b) 25 Sqmm 4 core

(c) 16 Sqmm 4 core

(d) 10 Sqmm 4 core

(e) 16 Sqmm 2 core

Completion of incomplete work by providing PCC platform with foundation and any other necessary item all as specified in item no.35 above for making good / functional of LT panel provided by previous contractor.

M&L pole box of size 250mm x 200mm x 150mm fabricated out of 1.6mm thick MS sheet having 2 Nos aluminium bus bar 20 x 5mm 1 No SP 6 Amps MCB, front openable hinged cover suitable for mounting on steel pole with MS clamp complete all as specified and directed

S&F street light 4x24W T5 Fitting two piece street lighting luminaire with deep drawn lamp compartment, cast aluminium control gear ox, acrylic cover, complete with all accessories & ballast of Make : SURYA Cat No SUL424T5ALDDEB1/P3 or equivalent in Philips or Havells

M&L of drilling, boring under road for laying of different size of cables and inserting of GI pile making good to distrub surface all as specified and directed (GI Pipe will be measured separately)

Construction of solid brick masonary staging of size 1.2mx1.2m and 1.00m high grom ground level, suitable size foundation 60cm deep below GL over 100mm thick PCC 1:4:8 type D2 and 50mm PCC 1:2:4 type B1 coping at top and rendering in 1:4 and 3 coat of white wash complete all as specified and directed.

M&L for construction of brick masonary valve pit of internal size 800x800x800mm incl necessary excavation and earth work and disposal of surplus soil upto 50m, brick work, angle iron frame hold fast, MS sheet cover 3mm thick handles locking arrangement with 1 No lock NAVTAL/Godrej/Harrison 50mm all as specified and shown on drawing.

M&L steel embedded plastic steps 263x165mm of orange colour conforming to IS specifications embedded in PCC 1:2:4 type B1 complete all as specified and directyed.

M&L for 450mm dia hume pipe colvert 7.50m long complete including earth work, PCC work, brick work , white wash etc, all as shown on drgs and diected at site,

S&F 40mm dia, gun metal, two way solonid valve with timer switch including sheet metal enclosure and electric connection complete all as specified and directed.

S&F UPS 600VA capacity including tubular battery 180Ah precharged complete all as specified and directed. Make * Luminous, Mircotech

M&L CI pipe with flange ends centrifugally cast class ‘A’ in any length laid in trench wall incl jointing all as specified of size 80 mm bore.

M&L CI pipe with flange ends centrifugally cast class ‘A’ in any length laid in trench wall incl jointing all as specified of size 100 mm bore.

M&L CI pipe 150mm with scoket and spigot ends suitable for tyton joint centrifugally cast class ‘LA’ in any length laid in trenches all specified and directed.

S&F Valves, Sluice flanged of class 1.6 PN supplied and installed complete, size 150mm (6”) dia complete.all as specified and directed.

S&F Valves, Sluice flanged of class 1.6 PN supplied and installed complete, size 100mm (4”) dia complete.all as specified and directed.

S&F Valves, Sluice flanged of class 1.6 PN supplied and installed complete, size 80 dia complete.all as specified and directed.

Design supply fabrication and crection supporting steel structure for cast Iron pipes over main hole for ventilation purpose of sewer line, out of MS channels, RS joist, angle flat iron including MS bolt nut washer and welding and to joint embedded on PCC including one coat of red oxide primer two coats of alum paint including jointing of cast iron pipes complete all as specified and directed

Total amount of Schedule 'A' Part-XIII (DO NO.07: PROVIDE PROVISIONAL LUMP SUM FOR INTERNAL ELCTRIFICATION) (For details see Sch 'A' here-in-before in PDF folder)

Note : Tenderers may note that amount of credit Rs 65,88,067.95 will be deducted from the total amount arrived, at the time of Acceptance of contract.

VEE SONS BUILDERS PVT LTD

SOOD ASSOCIATES PVT LTD