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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-02-2026 | 83098DRGS | Other | 24-02-2026 |
| 2 | 05-02-2026 | 83098AMDTSTOTENDERPAGES1 | BOQ | 24-02-2026 |
| 3 | 29-01-2026 | 83098AMDTSTODATES3 | Date | 24-02-2026 |
| 4 | 23-12-2025 | 83098AMDTSTODATES2 | Date | 06-02-2026 |
| 5 | 28-11-2025 | 83098AMDTSTODATES1 | Date | 07-01-2026 |
| Sl. No. | Item Description |
| 1 | SEWAGE TREATMENT PLANT AND COMPREHENSIVE MAINTENANCE AND OPERATION: (Comprising of Item No 1.00 to 1.07 in Phase-I & II)PHASE-I : (ITEM No. 01.00 to84.02 except item No 1.06 & 1.07) Design, supply, construction, installation, testing, commissioning and comprehensive maintenance and operations of the STP for 10 years after completion of fully advanced automatic Sewage Treatment Plant of 120 KLD capacity based on MBBR technology and process with tertiary treatment complete based on following parameters and including all civil and electrical works after end of sewage line till end of tertiary treatment and including the raw sewage collection tank and treated waterstorage tank complete all as specified here in below and in particular specifications and as directed.(a) The rawsewage to be treated shall be domestic sewage. The characteristics of raw sewage and treated sewage shall be as below:-ParameterRaw sewage characteristics Treated sewage characteristicspH7.6 to 7.9 6.5 to 8.3TSS460-590 mg/L<10 mg/LBOD 5 at 20°C 350-540 mg/L <10 mg/LCOD 520-850 mg/L<50 mg/LOil and Grease20-30 mg/L <10 mg/L Total Nitrogen (as N)83-105 mg/L≤10 mg/LTotal Phosphorus 35-39mg/L <1 mg/LFaecal coliform NilOdour Actual No Foul Odour |
| 2 | (b) The STP shall have following major components but not limited to only following components and all components as requried for a functional STP shall be deemed to be included in the scope of work:-(i) Raw sewage collection tank(ii) Fine bar screen(iii) Oil and grease trap(iv) Equalization tank(v) Anoxic chamber(vi) Air blower(vii) MBBR(viii)Tube settler(ix) Sludge holding tank/sump(x) Tertiary treatment components(xi) Sludge dewatering arrrangments including screw press or similar arrangement(xii) Treated water storage tank |
| 3 | (c ) All components / tanks of the STP shall be constructed in RCC with minimum M 30 grade concrete using sulphate resisting portland cement as per IS 12330 with permanent specifications includingfoundations etc.complete(d) All pumping arrangements shall be in01 Working + 01 Standby modeof adequate capacity.(e)The STP shall be provided withelectro magnetic flow meters, valves, pressure gauges andbypass arrangements for emergency operation as per design and as on requirement basis. (f) Side channel type Air blower having adequate capacity (01 Working + 01 Standby) coupled with suitable motor, for providing air. Air rotameter is to be provided in each line for measurement of quantity of air.(g) SS Basket fine screen ofsuitable capacity shallbe fitted at the inlet of Oil & Grease Trap chamber.(h) Oil & Grease Trap Chamber shall be provided having suitable size with auto decanter.(j) Diffusers with mounting/fixing stands of latest technology and adequate capacity in stainless steel of minimum SS 304 grade shall be provided wherever required(k) All Pumping arrangement and functional mechanism, technology as required for acomplete operational plant shall be provided.(l) Filteration system:- Automatic filteration system AMPV (automatic multiport valve), starter panel +PSF+Filter feed pump (1w+1s) with a flow rate 1cu.m /hr with chlorine disinfection shall be provided. |
| 4 | (m) One no. PLC SCADA electrical control Panel for operation of all electromechanical units of sewage treatment plant, with interconnecting cables shall be provided.(n) A PLC control shall be provided for monitoring, control, recording, and logging etc. for STP. This shall consist of PLC based SCADA system with following characteristics. (i)All the treatment Units shall be designed for manual & automatic operation through PLC and SCADA based system with PC based systems and peripheries.(ii) Provision shall be made to operate each process Unit manually, if required. All the essential Drives shall be provided with standby arrangements. (iii) The control system shall be selectable to either “Local (Manual)” or “Automatic” or “Remote Manual” modes. Annunciation shall be provided on the HMI. All electrically actuated valves shall be operated from HMI through PLC/SCADA. (iv) The Panel shall consist of following devices -PLC with integral alarm annunciator & all required hardware and software -PC based SCADA system with all required hardware, software and peripheries.- Power supply modules. -Surge protection units. -Indicator for level, pressure and flow. -Selector switches for selection of Normal mode, flush mode, score mode and drives and various other modes as per process design requirements. -Push buttons. -MCBs. -Any other item required for functioning of the system. -Input/ Output Modules :Standard rack mounted I/O modules with plug-in cards shall be provided. Field wiring shall be terminated in screwed terminal and interconnected to the processor I/O system with pre-fabricated cables with plug-in type connectors. |
| 5 | (o) One set of online monitoring system for BOD, COD, TSS, pH, complete with all accessories. (p) Comprehensive maintenance and operation of STP commissioned during two years of defect liability period shall be included in the rates quoted for this item. The scope of comprehensive maintenance and operation shall be same as given for comprehensive maintenance and operation after defect liability period in BOQ items and specifications. (q) The soil report for design of STP shall be provided by GE.The sub soil stratification comprises of top subsoil is poorly graded Gravels-sand mix with little fines followed by greyish highly weathered over consolidated basalt rock fragment.The recommended safe bearing capacity (minimum) for RCC isolated footing of size 1.5x1.5 is 20 T/M² at a depth of 1.5 mtr and25 T/M² at a depth of 2.0 mtr.(r)As far as possible all major components of STP shall be above ground level only.(s) The different components of STP shall be connected with proper PCC walkways of minimum 1.0 meter width for movement of men and material for future maintenance. All components shall have PCC walkway of minimum 1.0 meter width on all sides. The rate quoted shall be inclusive of these provisions. (t) Pumping from collection sump shall be automated based on level of sewage. Design of collection sump to be as CPHEEO Manual for Sewerage and Sewage Disposal 2013. Area drainage of STP to be ensured. (u) A lab shall also be established alongwith requisite fascilities for testing & monitoring as specified. Space for establishment of lab shall be given by GE. |
| 6 | Notes:- (1) Design of STPshall be got vetted from IIT/NIT and afterwards it shall be approved by Accepting officer before execution on ground.(2) The description of items of STP in BOQ is in brief and all components required as per design to treat the influent to specified degree/quality are included in the scope of item of STP even if description of item above does not specify the same.(3) Wherever pumping is required in STP after end of sewer network till storage tank of treated effluent, the same shall be provided by suitable pumps and for each stage two pumps (One working + one standby) shall be provided as per design requirement. Rate quoted for item of STP shall be inclusive of the provision.(4) The STP shall be based on MBBR technology and design shall be accordingly carried out.(5) The treated water after tertiary treatment shall be fit for arboriculture activities etc.(6) All civil, electrical and mechanical components required after end of sewer network including raw sewage collection tank/ sumptill delivery of treated effluent including storage tank of treated effluent before its pumping are covered under the item of STP and shall be inclusive in rate quoted for item of STP.(7) The quantities of various components if given in description of item are tentative and actual quantities as per design of STP for specified capacity shall be considered while quoting the rate for STP. (8) The sewage characteristics given above are indicative only and actual sewage sample shall be collected and tested before design of STP . No claim of any kind for variation in raw sewagecharacteristics from given above shall be entertained and treatment process shall be designed as per actual raw sewage characteristics.(9) The scope of item of STP given in BOQ starts from end point of sewage line. Hence necessary RCC sewage collection well/sump alongwith necessary sewage pumps of adequate capacity in 01 working + 01 standby configuration for each location are part of STP item andrate quoted shall be inclusive of all provisions.(10) The comprehensive maintenance of the STP as per scope given in Item No 1.06 during two years of defect liability period shall be deemed to be included in scope of Item No 1.00 to 1.05 and comprehensive maintenance during 8 years after completion of defect liability shall be measured and paid under item No 1.06 as per payment schedule given.(11)Item No 1.00 to 1.05 of this job shall be considered as 42% and Item No 1.06 & 1.07 which form Phase-II of this item shall be considered as 58%(Item No 1.06 - 15% and Item No 1.07- 43% ) of total quoted amount for Item No 1 for payment purpose. Payment schedule for 42% scope of work of this job shall be decided by GE during execution of work.Payment for Phase-II shall be released as per the schedule given in description of item No 1.06 & 1.07 (Phase-II) respectively. |
| 7 | PHASE-II : (ITEM No. 1.06 to 1.07)COMPREHENSIVE MAINTENANCE : Maintenance ofSewage Treatment plant of capacity 120 KLD including all connected electrical & Sewage Pumps items such as main switch, starter, change over switch, MCCB, voltmeter, ammeter, panel board etc, Sewage water pump, valve system, controlling system, daily checking leakage, checking noise, cleaning of plant and its surrounding area etc, as per manufactures instructions and as specified and directed by Engr-in-charge.Note:- (a) The contractor shall strictly carry out the maintenance as per manual of the plant provide by the OEM through Engineer-in-charge as well as dosage of the chemical prescribed by the testing agency and including replacement of parts, fittings/fixtures filling of bacteria, chlorine etc required for smooth functioning of the plant as per manufactures instructions.(b) The rate quoted shall deemed to be inclusive of safety gear & required tools for maintenance. In case of failiure to provide tools kit & safety kit (spanner sets, hand gloves) a penalty of 3000/- will be recovered and levied.(c) Samples of effluent shall be collected from the outlet once in a month as directed and got tested in a lab approved by the State Pollution Control Board.(d) In case of non functioning of STP Plant panel recovery @ 3000 per day shall be effected 24 hrs after the defect is notified.(d) PAYMENT TERMS FOR COMPREHENSIVE MAINTENANCE :-The Item No 1.06 shall be taken as 15% of total amount quoted for BOQ Item No 1 above (Supply, installation, commissioning, comprehensive maintenance and operation of STP) for payment purpose. Yearly breakdown of payment against this item shall be made as per following schedule during the period of Eight years after completion of defect liability period of Phase-I.Please note that comprehensive maintenance as per scope given above during defect liability period shall be deemed to be included in Phase-I part of item No 1.00 to 1.05. (i)After 1st year - 10.00%(ii)After 2nd year- 10.00%(iii)After 3rd year - 12.00%(iv)After 4th year - 12.00%(v)After 5th year - 13.00%(vi) After 6th year - 13.00%(vii)After 7th year - 15.00%(vii)After 8th year - 15.00% NOTE:- Yearly amount as above shall be paid in equal installments every month after satisfactory report to be given by GE |
| 8 | OPERATION OF THE PLANT : Operation of Sewage Treatment plant of capacity 120 KLD (with two shift operation by trained 01 x FGM/ shift including Sunday and holidays) including all connected electrical & Sewage Pumps items such as main switch, starter, change over switch, MCCB, voltmeter, ammeter, panel board etc, Sewage water pump, valve system, controlling system, daily checking leakage, checking noise, cleaning of plant and its sorrounding area etc, by one FGM (skilled) per shift for 02 shifts in a day all as per manuafactures instructions and as specified and directed by Engr-in-charge.Shift DetailsTRADEMAN: 01 FGM x 02 shift per day =02 FGM per dayShift TimingShift I : 0600 Hrs to 1400 Hrs (01 FGM)Shift II: 1400 Hrs to 2200 Hrs (01 FGM)Note:- (a) The contractor shall be responsible for filling of bacteria, chlorine etc required for smooth functioning of the plant as per manufactures instructions. The chlorine shall be provided by the department.(b) The Contractor shall Employ FGM having minium ITI qualification from Govt. Recognised institute with adequate knowledge & minimum 2 years experience in maint/operation of STP plants. The operator must be competent to carry out the minor maint all as directed. (Total number of operators required per day are 02 Nos)(c) Contractor shall pay the wages to the employees through e-payment i.e Adhaar linked bank accounts (credit to their bank account) Engineer-in-charge shall ensure that e-payment made to employees and their wages shall not be less than minimum wages fixed by state Govt. or Central Govt. whichever is more. Monthly e-banking statement of employee shall be furnished by the contractor to the Engr-in-charge and the same shall be kept in record duly verified.(d) It is the responsibility of the contractor to deposit the employees provident fund (EPF) to the concerned authority as per the prevailing scales as laid down by Ministry of labour for all operator/helper (as applicable) and necessary proof to this regard shall be submitted to the Engineer-in-charge for verification & record. The quoted rates shall be deemed to be include of above provisions. In case contractor fails to produce the proof of EPF, the same shall be recovered from his dues as per the prevailing scale plus 15 percent. (e) The contractor shall maintain all registers under various rules, 2017 and shall be produced to the Engineer-in-Charge as well as officers detailed by central labour department.(f) Each shift duration shall be of 8 hours & duty timing will be decided by Engr-in-Charge (g) The unit rate quoted shall deemed to be included for cost of labour for daily routine maintenance for trouble free functioning of installation. |
| 9 | (d) PAYMENT TERMS FOR OPERATIONS :-The Item No 1.07 shall be taken as 43% of total amount quoted for BOQ Item No 1 above (Supply, installation, commissioning, comprehensive maintenance and operation of STP) for payment purpose. Yearly breakdown of payment against this item shall be made as per following schedule during the period of Ten years after completion of Phase-I.(i)After 1st year - 6.00%(ii) After 2nd year- 6.00%(iii)After 3rd year - 8.00%(iv)After 4th year- 8.00%(v) After 5th year- 10.00%(vi)After 6th year- 10.00%(vii) After 7th year- 12.00%(viii)After 8th year- 12.00% (ix)After 9th year - 14.00%(x) After 10th year - 14.00%NOTE:- Yearly amount as above shall be paid in equal installments every month after satisfactory report to be given by GE |
| 10 | Supply, testing and commissioning of Sewage transfer Submersible pump set of capacity of 5 HP (3.7 KW), 3000 rpm, 3 phase 415 volts, 50 Hz (1 W + 1 S),Flow:833 Lpm @ 12 mtr head, stainless steel body, with Non return Valve to preventback flow, with SWR of rating as per manufacturer (from MS flat iron clamp to submersible motor, length of SWR as per site requirement), for installation testing & Commissioning all as specified and directed by Engineer-in-Charge. |
| 11 | Supply and fix Flat multi stranded copper cable 1100 volt grade of Submersible cable of size6 sqmm x 3 core,completeall as specified and directed. |
| 12 | Supplying and laying of CPVC pipes SDR 11 size 50mm outer dia & Plain CPVC SDR 11 fittings in trenches complete all as specified. |
| 13 | Supply and fixingof PVC Suction hose pipe at STP, working pressure 10 Kg/Sqcm of size 50/63 mm bore complete all as directed. |
| 14 | Supply and fixing PVC foot valve assembly complete of suitable size for pipe of size 65 mm bore all as directed. |
| 15 | Supply and fixing Butterfly valveslever operated body grey castiron of size 50 mm bore, with all fittings confirming to IS specification all as specified. |
| 16 | Supply and fixing in non return valves (NRV) body grey castiron of size50 mm bore, with all fittings confirming to IS specification all as specified. |
| 17 | S&F Round strand Galvanized Iron Steel Wire Rope dia 8 mm and connected clamp nut bolts fixed etc, all as directed by Engineer in charge. |
| 18 | Design of sewage network as per existing norms and standards for Vadinar stationincluding vetting of design of sewage networkfrom IIT/NIT and obtaining approval from Accepting Officer. The topographic survey of required areas shall be carried out to decide the best and most economical route/ alignment of the sewage lines in most efficient manner. The design of sewage network shall be done to carry sewage through gravity till sewage treatment plant as far as possible and to avoid intermediate pumping. Pumping arrangement shall be incorporated only if transport of sewage through gravity is not possible or becomes uneconomical. The cost benefit analysis shall be done prior to deciding the best alignment/ arrangement of sewage network. Following points to be considered while designing sewage network:- (a) Depth of sewer network to be restrictedupto 3.5m depth. In exceptional cases, depth can be increased to 4m but not more than cumulative 5% of total sewer network. (b) When water table is high, avoid sewer network being submerged under water table for more than 10% during high water flow (can vary as per location).(c) Manholes spacing to be ensured as per CPHEEO Manual for Sewerage and Sewage Disposal 2013. In cases when sewer cleaning machine for long length are available for Maintenance & Operation (M & O), the distance can be increased accordingly. However all junctions will have manholes with drop of 30mm.(d) Self-cleansing velocity to be provided atleast once a day. Where velocity is not achieved, flushing point using treated waste water to be placed. Automatic Flushing Tank (AFT) can also be used.(e) Initial excavation depth of sewer can be reduced to 0.8m and in exceptional cases 0.65m, provided overburden is within design limit of sewer network. Wherever sewer line depth is less than 1m, caution markers be placed. Potable water pipleline not to be placed below the sewer pipeline. |
| 19 | Building by New construction including internal services- Design and Construction of RCC permanent structure Sub station building specification of 40sqm(Approx)plinth areaas per line plan/ drawings enclosed with minimum RCC M-30 design mix including excavation in any type of strata foundation concrete, footings, plinth beam, column, lintel, roof beam, roof slab, PCC solid block walling. internal and external plastering, finishing, roof treatment, Anti termite treatment, Aluminium doors and windows, plinth protection, including refiling of earth and disposal of surplus earth within 500 m lead etc. all as specified and as directed. Note: (i)The sub soil stratification comprises of top subsoil is poorly graded Gravels-sand mix with little fines followed by greyish highly weathered over consolidated basalt rock fragment.The recommended safe bearing capicity (minimum) for RCC isolated footing of size 1.5x1.5 is 20 T/M² at a depth of 1.5 mtr and25 T/M² at a depth of 2.0 mtr.(ii) Line Plan including schedule of finishes is attached(iii) Design and drawing shall be submitted to accepting officer for approval before commencement of this item. |
| 20 | Supply only moorum/red bajri for filling and levelling including stacking material in regular stacks for measurement . |
| 21 | Forming embankments including raising or lowering earth, spreading in layers n exc 30 cm thick, watering, ramming, rolling and finishing to required size, shape etc. n exc 1.5m from the base complete all as specified and directed. |
| 22 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed. |
| 23 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified. |
| 24 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Soft/disintegrated rock complete all as specified. |
| 25 | Excavating in trenches, n exc 1.5 m wide andexc 1.5 m but n exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Soft/disintegrated rock complete all as specified. |
| 26 | Returning, filling in incl spreading, levelling, watering and well ramming in layers n.exc.25cm thick complete all as specified and directed. |
| 27 | Removing excavated materials to a dist n.exc 50m and depositing where directed at a level n.exc.1.50m above the starting point complete all as specified and directed. |
| 28 | Removing excavated material not exc. 1.50 Km but n Exc 5.00 Km and depositing where directed at a level not exceeding 1.5 m above the starting point out side MD Land complete all as specified and directed. |
| 29 | M&L for PCC 1:3:6 type C2 40mm graded aggregate as in foundation , filling and mass concreting complete all as specified and directed |
| 30 | M&L for PCC 1:4:8 type D2 using 40mm graded aggregate as in bed to drain pipes for 150mm diaincl packing under and haunching against the sides of pipes after they are laid and tested for pipe 150mm bore. |
| 31 | M&L for PCC 1:2:4 type B1 as in coping, surface channels, benchings, etc., of manholes finished fair and even |
| 32 | M&L for precast cement concrete block with solid block masonary exc.10cm thick using PCC 1:3:6, type C1 set in CM 1:4 as in walls complete all as specified and directed . |
| 33 | M&L for PCC 1:4:8 type D2 using 40mm graded aggregate as in bed to drain pipes for 200 mm diaincl packing under and haunching against the sides of pipes after they are laid and tested for pipe 150mm bore. |
| 34 | Cutting into existing manholes in running sewage line for connecting new drains of 100/150 / 200 mm internal dia of pipe, making good to walling and rendering, cutting out branch channel, and as required complete all as specified. |
| 35 | S&F 150 mm bore dia DWCPE sewage pipe,stiffness class SN 8 including sealing of joints fittings etclaid including all levelling complete all as specified and as directed by Engineer-in-Charge. |
| 36 | S&F 200 mm bore dia DWCPE sewage pipe,stiffness class SN 8 including sealing of joints fittings etclaid including all levelling complete all as specified and as directed by Engineer-in-Charge. |
| 37 | Extra for forming fair finished channel or drain 30cm girth (inner girth) in cement concrete using extra cement incl forms, moulds, stopped end, etc. complete all as specified and directed. |
| 38 | M&L for 15mm thick rendering in CM 1:4 on concrete surfaces finished fair and even complete all as specified and directed. |
| 39 | Supply only water proofing compound. |
| 40 | Surface Excavation not exceeding 25 Cm deep in soft/ loose soil complete all as specified and directed. |
| 41 | M&L hard core with broken stone over rammed earthgauge n.exc 63 mm deposited, spread and levelled in layers n.exc 15 cm thick watered and rammed to a true surfaces complete all as specified and directed. |
| 42 | M&L for 100mm thick PCC 1:4:8 type D2 as in sub base to Path complete all as specified and directed. |
| 43 | M&L for sand filling under floor or in foundations including watering and consolidation complete all as specified and directed. |
| 44 | M&L for machine pressed precast concrete rubber moulded inter locking paver blocks any shape and size conforming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed. |
| 45 | M&L for Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate as in foundation filling complete all as specified and directed. |
| 46 | M&L for Cement concrete 1:3:6 type D2 (using 20mm graded stone aggregate) as in coping all as specified |
| 47 | M&L for three coat of white wash on newly plastered surface of wall including preparation the surface of wallall as specified |
| 48 | M&L for precast manhole covers with plain faces using RCC 1:2:4 type B1 and set in CM 1:4 including formwork complete all as specified and directed. |
| 49 | M&L for TMT bars 10mm dia, and over cut to length, bend to shape reqd incl cranking and binding with mild steel wire (annealed ) not less than 0.90 mm dia complete all as specified and directed. |
| 50 | M&L for RCCdesign mix M-30 grade, using20 mm graded stone aggregate as in foundation, footings, plinth Beam and similar RCC works all as specified and directed. |
| 51 | Use & waste formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, plinth beams and similar works for rough finished surface complete all as directed. |
| 52 | M&L for RCCdesign mix M-30 grade, using20 mm graded stone aggregate as in Columns, pillars, piers, posts and struts &similar RCC works all as specified and directed. |
| 53 | Use & waste form work to sides of pillars, posts and columns for fair finished surface complete all as directed. |
| 54 | M&L for RCCdesign mix M-30 grade, using20 mm graded stone aggregate as in Beams, cantilevers, bressummers, lintels& similar RCC works all as specified and directed. |
| 55 | Use & waste Form work to sides and soffits of floor or roof beams,lintiles cantilever etc for fair finished surface complete all as directed. |
| 56 | M&L for 40 mm thick precast RCC designer jallies type B0 , 1:2:4 (12.5 mm graded stone aggregate) (measured solid) ,set in CM 1:4 including all mould- ings etc complete all as specifed and as directed. |
| 57 | M&L mild steel TMT bar 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders bent to shape required including cranking bending hooking ends and binding with and including mild steel wire not less than 0.9 mm dia or securing with clips complete complete all as specified and directed. |
| 58 | M&L rendering 15 mm thick on fair faces of brickwork or concrete surfaces finished even and smooth in CM 1:6 complete complete all as specified and directed. |
| 59 | M&L for prepration of newly plastered surfaces and applying two coat of cement base paint over a coat of primer,complete all as specified and as directed |
| 60 | S&F for Mild Steel gate ornamental and intricate design Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors;ladders; framed balusters; walk ways; railings; framework of water tanks and similar work including for portions framed and hung as gates, including pintle hinges, stops,hand-made sliding bolts, etc.conforming to fe-410-0 or fe-310-0 complete all as specified |
| 61 | M&L for preparing of new steel surfaces and applying two coats of synthetic enamel paint over a coat of primer complete all as specified. |
| 62 | Supply and planting hedging of 300mm wide and 300mm height with hedge plants asincluding preparation of ground, with sweet and cow dung manure mix ( 3 parts sweet earth : 1 part cow dung) @20 CuM/100 Sqm (minimum) and applying plant protection chemicals @60 gms/Sqm and maintaining and transplanting of the hedging as per standard gardening practice complete all as specified and directed. |
| 63 | Supply and planting Korean / Mexican carpet grass by piece turffing over the prepared base including watering, removing the weeds or any other vegetation, mixing the manure from time to time as required complete all as specified and directed Note -Supply only loose soil ,cow dung and vermi compost shall be measured and paid separately under respective item of this schedule.Including period of 12 month maintenance of Carpet Grass removing of weeds,watering,sparying, adding manure etc all as specified & directed |
| 64 | Supply only approved sweet earth/loose soil best quality for plantation all as specified and directed |
| 65 | Supply only approved manure (Cow dung) best quality all as specified and directed |
| 66 | Supply only approved vermi compost of best quality all as specified and directed |
| 67 | Shrubs Digging of pits 60x60cm refiling with good soil and organic manure , supply and planting of healthy and grown plants with good root system of minium height three feet at the time of planting from the ground level maintance for a period of two months watering , deweeding loosening of soil , manuring with manure neem cake , pruning and spraying of insecticides and when required.Bougainvillea plant 3feetx3 feet |
| 68 | Treated Water Supply:-Supply, Installation, Testing and commissioning of 5 HP, 3 phase Monoblock Pump, Valve,NRV,Pressure Guage, Pressure Switch and Pressure tank of 24 Lit etc. Including provision of PCC Foundation all as recommended by OEM complete all as specified and directed. |
| 69 | Supply and laying of CPVC pipes of size 50 mm dia (outer dia) SDR-11 including plain CPVC SDR including all fittings such as bends elbows, tees, short pieces, connectors, check nuts, diminishing pieces, caps and plugs, unions, etc fixed complete laid in trenches / along the walls / ceilings / floors / ducts / on pillar post and including making good all as specified and directed by Engineer-in-charge. |
| 70 | Supply and laying of CPVC pipes of size 32 mm dia (outer dia) SDR-11 including plain CPVC SDR including all fittings such as bends elbows, tees, short pieces, connectors, check nuts, diminishing pieces, caps and plugs, unions, etc fixed complete laid in trenches / along the walls / ceilings / floors / ducts / on pillar post and including making good all as specified and directed by Engineer-in-charge. |
| 71 | Supply and laying of CPVC pipes of size 25 mm dia (outer dia) SDR-11 including plain CPVC SDR including all fittings such as bends elbows, tees, short pieces, connectors, check nuts, diminishing pieces, caps and plugs, unions, etc fixed complete laid in trenches / along the walls / ceilings / floors / ducts / on pillar post and including making good all as specified and directed by Engineer-in-charge. |
| 72 | S & F in Ball Valve Long Handle of size 50 mm dia and connected at both ends for CPVC pipes or ferrule and fixing including necessary fittings like unions, check nuts, etc. and including any addition / alteration required for fixing,all as specified and directed by Engineer-in-charge. |
| 73 | S & F in Ball Valve Long Handle of size 32 mm dia and connected at both ends for CPVC pipes or ferrule and fixing including necessary fittings like unions, check nuts, etc. and including any addition / alteration required for fixing,4 all as specified and directed by Engineer-in-charge. |
| 74 | S & F in Ball Valve Long Handle of size 25 mm dia and connected at both ends for CPVC pipes or ferrule and fixing including necessary fittings like unions, check nuts, etc. and including any addition / alteration required for fixing,all as specified and directed by Engineer-in-charge. Make: Supreme/Astral/Finolex |
| 75 | S & F in NRV of size 50 mm dia and connected at both ends for CPVC pipes or ferrule and fixing including necessary fittings like unions, check nuts, etc. all as specified and directed by Engineer-in-charge. |
| 76 | Supplying, Fixing, Testing & Commissioning of Automated Landscape Irrigation System, System consists of 4 inch Pop up Lawn Sprinkler of 8 Mtr to 16 Mtr Radius water sprayer Irrigation System, 40-360 Degree part-Circle with complete accessories, standard angle nozzles, controls with automation components, including making good complete all as specified and as directed.Make: Rain-Bird (5000 Series) or equivalent |
| 77 | Supplying, Fixing, Testing & Commissioning of Automated Landscape Irrigation System, System consists of Pop up Sprinkler of 2.5 to 3 Mtr Radius water sprayer Irrigation System, 0 - 360 Degree part-Circle with complete accessories, Controls with automation components, including making good complete all as specified and as directed. |
| 78 | S & F disc filter of Size 50 mm dia and connected to two ends externally for CPVC pipe or for unions and fixed complete all as specified and directed by Engineer-in-charge. |
| 79 | S & F GI steel tubing light grade 80 mm dia for laying in ground and road crossing along the pole in coping etc forprotectionincluding necessary fittings, clamps for supports, etc and all as specified and directed. |
| 80 | Construction of brick masonry valve pit complete including necessary excavation and earth work complete all as specified with internal dimension 60x60x60cm (type \"B\") including MS sheet cover 3mm thick welded with hinges on angle iron frame 50x50x6mm with hold fast grouted in 100mm thick PCC (1:2:4) type B-1 coping on top of brick wall including necessary locking arrangement complete all as specified and directed by Engineer-in-Charge.(Ref TD/A/169 Sheet 1/1 of CE Navy Kochi (Attached)) |
| 81 | External Electrification :-M & L for LT panel Board cubical KIOSK Outdoor type compact415 Volts AC 50 Hz, fabricated of Thermoplastic (Polycarbonate), insulated, shock proof, dust proof, water proof, anticorrosive and confirming to IP 55 complete including Copperbus bar of 150 Amp capacity 4 strip mounted on porcelain insulated & enclosed in chamber & connection from incoming and out going with comprising of following :- NOTE : (a) The contractor should submit the IP Test Report and Verification of short circuit withstand Test report issued by CPRI in respect of LT Panel(b)Contractor shall submit the drawing for approval prior to placing of the order.Make of Panel : Hensel/C&S/L&TMake of MCCB/MCB : Legrand/L&T/Schneider/Hager(a) Incoming - MCCB125 Amp FP 25 KA - 01 No(b) Outgoing - MCCB 63 Amp TP 16 KA-03 Nos(c ) MCCB 40 Amp TP 16 KA-02 No(d) MCB 32 Amp TPN, 10 KA \"C\" curve- 02 Nos(e) Digital panel meter for Amp, Volt,KWH, power factor and other parameter flush mounting of size 96 x96 mm |
| 82 | M & L in replacement for LT panel Board cubical KIOSK indoor type (Starter Panel) compact415 Volts AC 50 Hz, fabricated of Thermoplastic (Polycarbonate), insulated, shock proof, dust proof, water proof, anticorrosive and confirming to IP 54 complete including Copperbus bar of 150 Amp capacity 4 strip mounted on porcelain insulated & enclosed in chamber & connection from incoming and out going with openable shutter both sides comprising of following :- NOTE : (a) The contractor should submit the IP Test Report and Verification of shor circuit withstand Test report issued by CPRI in respect of LT Panel(b)Contractor shall submit the drawing for approval prior to place the order.(c) The following outgoing items is for 4x5 HP submersible pump.Make of Panel : Hensel/C&S/L&TMake of MCCB/MCB : Legrand/L&T/Schneider/Hager(a) Incoming - (i) MCCB 100 Amp FP 16 KA - 01 No (Microprocessor based) (b) Outgoing - MCB40 Amp TP 16 KA-04 Nos(c) Contactor 25 Amp TP - 08 Nos(d) Start Push buttobn with (01 No) block- 04 Nos(e) Stop Push buttobn with (01 No) block- 04 Nos(f) Single phase preventor - 04 Nos(g) Electronic timer - 04 Nos(h) (6.3 to 10) Amp MCB - 04 No(j) 5 HP DOL Starter - 04 No(k) Digital panel meter for Amp, Volt,KWH, power factor and other parameter flush mounting of size 96 x96 mm |
| 83 | M & L in replacement for LT panel Board cubical KIOSK indoor type (Starter Panel) compact415 Volts AC 50 Hz, fabricated of Thermoplastic (Polycarbonate), insulated, shock proof, dust proof, water proof, anticorrosive and confirming to IP 54 complete including Copperbus bar of 100 Amp capacity 4 strip mounted on porcelain insulated & enclosed in chamber & connection from incoming and out going with openable shutter both sides comprising of following :- NOTE : (a) The contractor should submit the IP Test Report and Verification of shor circuit withstand Test report issued by CPRI in respect of LT Panel(b)Contractor shall submit the drawing for approval prior to place the order.(c) The following outgoing items is for 2x5 HP submersible pump.Make of Panel : Hensel/C&S/L&TMake of MCCB/MCB : Legrand/L&T/Schneider/Hager(a) Incoming - (i) MCCB 63 Amp FP 16 KA - 01 No (Microprocessor based)(b) Outgoing - MCB40 Amp TP 16 KA-02 Nos(c) Contactor 25 Amp TP - 04 Nos(d) Start Push buttobn with (01 No) block- 02 Nos(e) Stop Push buttobn with (01 No) block- 02 Nos(f) Single phase preventor - 02 Nos(g) Electronic timer - 02 Nos(h)(6.3 to 10) Amp MCB - 02 No(j) 5 HP DOL Starter - 02 No(k) Digital panel meter for Amp, Volt,KWH, power factor and other parameter flush mounting of size 96 x96 mm |
| 84 | Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 1100 volts grade (Earthed ), of size 3.5 core 120 sq mm. all as specified and as directedby Engineer-in-charge. |
| 85 | Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 1100 volts grade (Earthed ), of size 3.5 core 95 sq mm. all as specified and as directedby Engineer-in-charge. |
| 86 | Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 1100 volts grade (Earthed ), of size 3.5 core 50 sq mm. all as specified and as directedby Engineer-in-charge. |
| 87 | Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 1100 volts grade (Earthed ), of size 4 core 16 sq mm. all as specified and as directedby Engineer-in-charge. |
| 88 | Supply and lay 90 /76 mm Double Walled Corrugated (DWC) Pipes having corrugation on the outer wall and plain surface on the inner wall confirming to IS14930 (Part-II) for protection of UG cables, laid in trenches/ road/ drain or fixed along wall, poles or laid under floor all as spd and as directed by Engr-In-Charge. |
| 89 | Supply and lay 50 /38 mm Double Walled Corrugated (DWC) Pipes having corrugation on the outer wall and plain surface on the inner wall confirming to IS14930 (Part-II) for protection of UG cables, laid in trenches/ road/ drain or fixed along wall, poles or laid under floor all as spd and as directed by Engr-In-Charge. |
| 90 | Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, burieddirectly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less\"than 1.5 metres below normal ground level, connected to galvanised earthstrip 32 x 6 mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion |
| 91 | Supply and fix galvanised iron earth strip of size 32 x 6 mm with epoxy insulators and fixing screws etc for earth continuity conductors to test point terminal including taking down old strip all as directed by Engr-in-charge. |
| 92 | Supply, Installation, testing and commissioning of silent diesel engine driven generating set CRDI std CPCB IV+, 415volt, 3 phase, 4 wire,engine as per IS 10002/10001 and alternator as per IS 13364 of capacity 40KVA at 0.8 PF, complete with sound proof canopy made of powder coated with specially designed lifting hooks, meet the latest CPCB norms of 75DB at 1 M distance all as spd and directed and comprising offollowing :(a) Engine: Greaves make model 3G11TAG31, Direct Injection, 3 cylinders, Water cooled, Compression Ignited, Turbo charged, and Charge Air-cooled diesel engine developing 74.1 hp at 1500 rpm & complying with BS5514 /ISO 3046 standards.Besides standard components, the engine will be complete with:• 12V electrical starting system consisting of Starter motor, charging alternator.• Dry type Air cleaner with restriction indicator• In-line Fuel injection system with Electronic Governor• Spin-on Lube oil filter elements• Radiator, Air- to- Air After cooler, pusher fan & fan drive arrangement• Gear driven water pump• Sensors for Oil pressure, Coolant temperature & level.• First fill of Lube oil. (API CI4 grade, Greaves Maxtherm Lube.) |
| 93 | (b) Alternator: 3 Phase, 4 Wire, Self excited, self regulated Brushless Single BearingType; Class H insulated AC generator developing 40 KVA at 415 V, 0.8 PF (lag) with IP23 protection.(c) Control panel is 16 / 14 gauge sheet steel fabricated, dust & Vermin proof & will be complete with internal wiring. The following Protection / Control / Display / Annunciation features are provided for the DG set.• MCCB of adequate rating• Indicating lamps for DG ON & LOAD ON.• Key switch• Set of Current transformers• Set of control fuses |
| 94 | INTEGRATED DG SET CONTROLLER• Monitoring engine speed, oil pressure, coolant temperature, frequency, voltage, current, power and fuel level, the modules will give comprehensive engine and Alternator protection.• This will be indicated on the largest back-lit LCD icon display in its class via an array of warning, electrical trip and shutdown alarms.• With a number of flexible inputs, outputs and protections, the modules can be easily adapted to suit a wide range of applications including lighting towers with the added option for staged loading outputs.The unique integrated DG set controller incorporates both engine and alternator parameters in oneconsole .This micro-processor based controller provides the most exhaustive display of critical enginesand alternator performance parameters with alarm and safety features(d) AMF panel complete |
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