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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹214.9 CrAdmitted-Finance | ₹214.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹220.7 CrAdmitted-Finance | ₹220.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹228.6 CrAdmitted-Finance | ₹228.6 Cr | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JAYANTISUPER CONSTRUCTION PVT LTD L1 | P C SNEHAL CONSTRUCTION PRIVATE LIMITED L3 | ENVIRAD PROJECTS PVT. LTD. L2 |
|---|---|---|---|---|---|---|
| 1.00Items : | ||||||
| 1.01 | Excavation for pipe line trenches for water supply sewerage line machinehole etc. all with shoring and struting if required as per required gradient and line includign safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.
In hard murrum, boulders incl. macadam road. | 5,518.5 | C.M. | 11,03,700 ₹11.0 L | 9,93,330 ₹9.9 L | 9,38,145 ₹9.4 L |
| 1.02 | Excavation in bituuminous road as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.
Excavation in Bituminous road | 5,532 | C.M. | 11,06,400 ₹11.1 L | 14,38,320 ₹14.4 L | 17,42,580 ₹17.4 L |
| 1.03 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum
(A) Upto 1.5 Mt. dpt.from G.L. | 1,48,091.25 | C.M. | 1,48,09,125 ₹1.5 Cr | 1,48,09,125 ₹1.5 Cr | 1,77,70,950 ₹1.8 Cr |
| 1.04 | (B) 1.5 Mt. TO 3.00 Mt. Depth | 59,000 | C.M. | 59,00,000 ₹59 L | 64,90,000 ₹64.9 L | 76,70,000 ₹76.7 L |
| 1.05 | (C) 3.0 Mt TO 4.50 Mt depth | 24,700 | C.M. | 24,70,000 ₹24.7 L | 28,40,500 ₹28.4 L | 34,58,000 ₹34.6 L |
| 1.06 | (D) 4.5 Mt. TO 6.00 Mt. Depth | 5,180 | C.M. | 5,18,000 ₹5.2 L | 6,21,600 ₹6.2 L | 7,77,000 ₹7.8 L |
| 1.07 | (E) 6.0 Mt TO 7.50 Mt depth | 455 | C.M. | 45,500 ₹45,500 | 59,150 ₹59,150 | 72,800 ₹72,800 |
| 1.08 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In Hard murrum, boulders incl. macadam road
(A) Upto 1.5 Mt. dpt.from G.L. | 46,398 | C.M. | 46,39,800 ₹46.4 L | 55,67,760 ₹55.7 L | 74,23,680 ₹74.2 L |
| 1.09 | (B) 1.5 Mt. TO 3.00 Mt. Depth | 23,946 | C.M. | 26,34,060 ₹26.3 L | 31,12,980 ₹31.1 L | 43,10,280 ₹43.1 L |
Tender Value
₹166.1 Cr
EMD Value
₹1.8 Cr
Closing Date
4 Mar 2024, 2:00 pmClosed
The Exe., Engg., PWD, WD-I, Daman.
The Multi Office Complex, PWD, 2nd Floor, Near Moti Daman Market, Moti Daman.
PROVIDING, LOWERING AND LAYING OF SEWER NETWORK OF NANI DAMAN (BLOCK 3 VARKAND, ANTIAWAD, SOMNATH, DABHEL, GHELWAD and KACHIGAM) AREA INCLUDING 20 MLD STP WITH OPERATION AND MAINTENANCE OF THE ENTIRE PROPOSED SEWERAGE SYSTEM FOR 5 (FIVE) YEARS.
2024_DAMAN_3370_1
Tender Notice NO. 141/2023-24
Open Tender
Civil Works
730 days
Daman
Please refer Tender documents.
2 documents required · 2 mandatory
₹18,000
The Exe., Engg., PWD, WD-I, Daman.
₹1.8 Cr
The Exe., Engg., PWD, WD-I, Daman.
7 Mar 2024
9 Feb 2024
4 Mar 2024
9 Feb 2024
4 Mar 2024
9 Feb 2024
20 Feb 2024
Items :
Excavation for pipe line trenches for water supply sewerage line machinehole etc. all with shoring and struting if required as per required gradient and line includign safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In hard murrum, boulders incl. macadam road.
Excavation in bituuminous road as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. Excavation in Bituminous road
Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum (A) Upto 1.5 Mt. dpt.from G.L.
(B) 1.5 Mt. TO 3.00 Mt. Depth
(C) 3.0 Mt TO 4.50 Mt depth
(D) 4.5 Mt. TO 6.00 Mt. Depth
(E) 6.0 Mt TO 7.50 Mt depth
Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In Hard murrum, boulders incl. macadam road (A) Upto 1.5 Mt. dpt.from G.L.
(B) 1.5 Mt. TO 3.00 Mt. Depth
(C) 3.0 Mt TO 4.50 Mt depth
(D) 4.5 Mt. TO 6.00 Mt. Depth
(E) 6.0 Mt TO 7.50 Mt depth
Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In soft rocks and/or masonry (A) Upto 1.5 Mt. dpt.from G.L.
(B) 1.5 Mt. TO 3.00 Mt. Depth
(C) 3.0 Mt TO 4.50 Mt depth
(D) 4.5 Mt. TO 6.00 Mt. Depth
(E) 6.0 Mt TO 7.50 Mt depth
Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In hard rock and / or in C.C. 1:2:4 or RCC with blasting, breacking, chiseling or by chiseling/breaking only (A) Upto 1.5 Mt. dpt.from G.L.
(B) 1.5 Mt. TO 3.00 Mt. Depth
(C) 3.0 Mt TO 4.50 Mt depth
(D) 4.5 Mt. TO 6.00 Mt. Depth
(E) 6.0 Mt TO 7.50 Mt depth
Providing badding including ramming, watering, levelling consolidating etc. complete as per standard and instruction of Engineer In Charge As abve with required quality sand bought from outside including all lead
Providing and supplying ISI Marked R.C.C. pipes in standard lengths of following class and diameter suitable for rubber ring joints including all taxes, insurance, transportation,freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below. (D1) 250 mm dia (NP3 Class)
(D2) 250 mm dia (NP4 Class)
(E1) 300 mm dia (NP3 Class)
(E2) 300 mm dia (NP4 Class)
(F1) 350 mm dia (NP3 Class)
(F2) 350 mm dia (NP4 Class)
(G1) 400 mm dia (NP3 Class)
(G2) 400 mm dia (NP4 Class)
(H1) 450 mm dia (NP3 Class)
(H2) 450 mm dia (NP4 Class)
(I1) 500 mm dia (NP3 Class)
(I2) 500 mm dia (NP4 Class)
(J1) 600 mm dia (NP3 Class)
(J2) 600 mm dia (NP4 Class)
(K1) 700 mm dia (NP3 Class)
(K2) 700 mm dia (NP4 Class)
(L1) 800 mm dia (NP3 Class)
(L2) 800 mm dia (NP4 Class)
(M1) 900 mm dia (NP3 Class)
(M2) 900 mm dia (NP4 Class)
(N1) 1000 mm dia (NP3 Class)
(N2) 1000 mm dia (NP4 Class)
(O1) 1100 mm dia (NP3 Class)
(O2) 1100 mm dia (NP4 Class)
Lowering, laying and jointing R. C. C. pipes of following diameters in proper position, grade and alignment at all level as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code. (D1) 250 mm dia (NP3 Class)
(D2) 250 mm dia (NP4 Class)
(E1) 300 mm dia (NP3 Class)
(E2) 300 mm dia (NP4 Class)
(F1) 350 mm dia (NP3 Class)
(F2) 350 mm dia (NP4 Class)
(G1) 400 mm dia (NP3 Class)
(G2) 400 mm dia (NP4 Class)
(H1) 450 mm dia (NP3 Class)
(H2) 450 mm dia (NP4 Class)
(I1) 500 mm dia (NP3 Class)
(I2) 500 mm dia (NP4 Class)
(J1) 600 mm dia (NP3 Class)
(J2) 600 mm dia (NP4 Class)
(K1) 700 mm dia (NP3 Class)
(K2) 700 mm dia (NP4 Class)
(L1) 800 mm dia (NP3 Class)
(L2) 800 mm dia (NP4 Class)
(M1) 900 mm dia (NP3 Class)
(M2) 900 mm dia (NP4 Class)
(N1) 1000 mm dia (NP3 Class)
(N2) 1000 mm dia (NP4 Class)
(O1) 1100 mm dia (NP3 Class)
(O2) 1100 mm dia (NP4 Class)
Providing and constructing Sewer manholes, scraper manholes and unit house connection chamber, as per the type design in brick masonary in C. M. 1:3 and outsice plastering in C. M. 1:3 necessary coping in R.C.C.M. 200 fixing C. I. steps and fixing manhole frame and covers (But excluding supply of manhole frame and covers) over manholes and house connection chambers and fixing Manhole covers (but excluding supplying of manhole covers) over scraper manhole etc. complete, providing and fixing safety chain wherever necessary as per the stipulations in the type desing complete (excl. excavation). 1. Manhole type 'A' - Circular, having inside diameter of 1200mm for depth upto 1.5m (150 to 500mm dia. sewers). > Upto 1.0 m depth
> Beyond 1.00m and upto 1.50m depth
2. Manhole type 'B' - Circular, having inside diameter of 1500mm for depth upto 1.50 to 4.00m (150 to 600mm dia. sewers). > Upto 1.50m depth
> Beyond 1.50m and upto 4.00m depth
3. Manhole type 'C' - Circular, having inside diameter of 1500mm for depth upto 4.00 to 6.00m (150 to 1800mm dia. sewers). > Upto 4.00m depth
> Beyond 4.00m and upto 6.00m depth
4. Manhole type "D1" circular type having inside diameter of minimum 1500 mm and for depth beyond 6 m to 10 m (for 150 mm to 500 mm diameter sewers)> Upto 6.00m depth
> Beyond 6.00m and upto 10.00m depth
5.Manhole type "D2" circular type having inside diameter of minimum 1500 mm and for depth beyond 6.0 M to 10.0 M (for 600 mm to 1000 mm dia sewers)> Upto 6.00m depth
> Beyond 6.00m and upto 10.00m depth
Providing and erecting C. I. and MS ventilating columns 15 cms. dia. with C.I. ornamental cap and Min 6.00 Mtr. Height (Height may be varying as per site) base fixed firmly with necessary foundation with one coat of red lead oxide paint and one coat of any approved colour with 15 cms, dia.10 Mt.in length with 0.35mt*0.35mt* M100 Encasing, stoneware or R.C.C. pipe connection with M.H. including excavation and jointing as required etc. complete. as per drawing.
Dewatering by pumping set of required capacity including temporary platform carting pumping at site and fixing the same in position including all accessories, and fuel and labour etc. complete. Pump set of Capacity
RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S.Angles or Flat, curing mold work etc. (A)Heavy duty Frame suitable for 50 cm opening of MH
Cover suitable for 50 cm opening of MH
(B) For House Connection Chamber light duty Frame
Cover
Providing and filling Rubble including hand packing and filling interstices with quarry spalls behind abutment and between ruturns as derected.
Shoring or timbering for trench with 50 mm thick planks and suitable size struts etc. complete.
Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within a radius of 3 km.
Filling in plinth with sand under floors including watering ramming, consolidating and dressing complete
Providing and Spreading and leveling as directed.(ii) Ston dust
Providing and Spreading and leveling as directed.(ii) Grit
Providing and constructing rectangular brick masonry chamber for house connection as per type design in brick masonry in C. M. 1:3 including M-100 in foundation M-150 in benching inside plastering in C. M. 1:3 and outside plastering in C. M. 1:3 coping in M200 and fixing RCC precast machine hole frame and covers, but Excl. supply of machine hole and cover etc. complete excl. excavation.
Providing and supplying ISI Standard R.C.C. pipes in standard lengths of following class and diameter suitable for rubber ring joints including all taxes, insurance, transportation,freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below. (A)150 mm dia NP3
Lowering, laying and jointing R. C. C. pipes of following diameters in proper position, grade and alignment at all level as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code. (A)150 mm dia NP3
Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. complete. 6 kg/cm2 (A) 75 mm dia.
(B)110 mm dia
(C)140 mm dia
(D) 200 mm dia
Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic testing as per ISI code. (A) 75 mm dia.
(B)110 mm dia
(C)140 mm dia
(D) 200 mm dia
Carting and Recarting of excavted earth from any site to required place as per requirement and directed by engineer in charge (A) Up to 0.50 K.M.
(B) 0.50 K.M. TO 1.00 K.M.
(C) 1.00 K.M. TO 1.50 K.M.
(D) 1.50 K.M. TO 2.00 K.M.
(E) 2.00 K.M. TO 2.50 K.M.
(F) 2.50 K.M. TO 3.00 K.M.
(G) 3.0 K.M. TO 3.50 K.M.
Road Restoration work (a)Box cutting the road surface to proper slop and camber for raod work, lime flyash stabilization with lime @ 10kg/sqmtr.+ flyash@50kg/sqmtr. And mixing with disc harrowing, Granular Sub Base (drainage layer) conforming to grading V of Table 400-1 of compacted thickness of 150 mmrolling and compactiion of subgrade, Wet Mix Macadam with paver finisher in specified thickness, each layer not exceeding 150 mm compacted thickness including premixing in WMM plant, Prime coat SS-I bitumen emulsion @ 0.85kg per sq.mtr. & RS-I bitumen imulsion @ 0.27kg per sq.mtr.,Tack Coat RS-0.25 Kg per sq.m. DENSE GRADED BITUMINOUS MACADAM as per gradation and bitumen for mixing shall be as arrived from mix design, provided in no case it shall be less than 4.0% by wt.,using aggregates as per gradation and percentage of bitumen for mixing shall be as arrived from mix design, spreading ston dust, preparing suraface and scarifying the surface.
Providing interlocking type rubber moulded cement cocrete paver block of approved shape, design and colour having 80mm thickness M50 purchased from approved paver block manufracturer only of fine sand bedding. Item includes levelling by using vibratory plates compacted machine. Item also includes all materials, labour, equipments, tools, plants, watering and cleaning etc. complete. (with colour)
Providing & laying Dry Lean Concrete sub base including providing coarse and ine aggregate to the specified gradation using minimum cement content 150kg/cum of concrete with OPC 43 grade cement, mixing of concrete as per approved design mix using mechanized batch mix plant of appropriate capacity, transporting and laying with self propelled paver with electronic sensor device and compacting with vibrating roller of minimum 80-100KN static weight to give desired compaced density and average compressive strength of 10MPa at 7days and curing with liquid cuing compound and sprinkling water and covering with moist hessian or ponding of water for 7days including providing construction joints, incuding all material, labur, machinery with all ledas and lifts etc. complete
Providing and laying Pavement Quality Concrete of M35 grade including providing 125micron thick impermeable plastic sheet membrane ovwewr the surface to be covered, coarse and fine aggregates of specified gradation OPC 43 grade cement, approved admixture and adding Recron 3S or equivalent fibers @ 0.25% by weight of cementations material mixed and supplied by standard RMC plant or in fully automatic concrete batching plant of appropriate capacity and with comnputerized controls as per the design mix to the the specified workability, transpirting the mix with dumpers or transit mixers and laying with channel section of required thickness byfix form/manually with all vibratory equipments, curig with approved resin based aluminized reflective curing comound and covering with moist hessian and ponding and sprinkling of water for a minimum period of 14days and including, aproved liquid seals of either polysulphide/olyrethene for joint filling and sealing all types of joints and finishing to the desired surface texture including all material, labour, machinery, formwork with all leads and lifts etc. complete
Providing and laying Granular Sub Base (drainage layer) conforming to Grading II of Table 400.2 of compacted thickness of 150mm with specification graded stone metal and sand mixed in pugmill and laid with mechanical means spreading with motor grader and compacting with vibratory roller having minimum 80-100KN static weight to achieve desired density of 98% o MDD including all material, labour, machinery with all leads and lifts ec. complete
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. [M.R]
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).
Drilling of various dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with requried length incl fixing of various dia M.S/RCC/DICL casing pipe with pushing etc complete various size of pipe for various dia watermain Without Water main 250 mm dia 5 mm thickness
500 mm dia 8 mm thickness
900 mm dia 12 mm thickness
1000 mm dia 14 mm thickness
1100 mm dia 16 mm thickness
Installation of Product pipe by manual jacking method including making of entry and exit pits up to 3mtr depth, all realted civil works like excavation, shoring/strutting etc. manual shielded excavation, lowering of pipe segment in the jacking pit, laying and jointing of product pipe through jacking process from the jacking pit after project completion as per the instructionof the Engineer In Charge all complete except the cost of the pipe. Up to 900mm dia Manual pipe jacking is not permitted for workmen safety reason In Soft Soil (i)From 900 mm & Up to 1000 mm Dia
(ii)From 1000 mm & Up to 1200 mm Dia
(iii)From 1200 mm & Up to 1500 mm Dia
In Rock (i)From 900 mm & Up to 1000 mm Dia
(ii)From 1000 mm & Up to 1200 mm Dia
(iii)From 1200 mm & Up to 1500 mm Dia
Manufacture, Supply & Delivery of Electric Resistance Welded (Up to 400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe having beveled ends plate or coil conforming to IS-3589-2001 or its latest revision/ ammendment for following thickness outside diameter at store or site anywhere in Gujarat State including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading conveyance to Departmental stores, stacking etc. all complete. 300mm Dia Pipe 5.5mm Thickness
350mm Dia Pipe 5.0mm Thickness
400mm Dia Pipe 6.3mm Thickness
450mm Dia Pipe 6.3mm Thickness
500mm Dia Pipe 6.3mm Thickness
600mm Dia Pipe 6.3mm Thickness
700mm Dia Pipe 7.1mm Thickness
800mm Dia Pipe 7.1mm Thickness
900mm Dia Pipe 8 mm thickness
1200mm Dia Pipe 10mm thickness
1400mm Dia Pipe 12.5 mm thickness
Excavation of non-structural pits for pipe jacking/ramming purpose in soil inclusive of all shuttering, strutting and shoring and maintaining the shaft during construction operation and backfilling the same after the completion of work. (i.e.Out to Out dimensions of shaft ) 1) For shafts of 7.5mX5m and up to a depth of 5m in all type of soil
2) Beyond 5 mtr.depth & upto 7.5 mtr
Providing and Applying Epoxy paint with 300 micron thickness of approved make to concrete surface for RCC Pipes including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge complete. 1.For new surfaces- Two coats
Providing epoxy coating to inside pipe line with two parts of Solvent free high build liquid epoxy lining as per AWWA C210-07 Suitable for potable water application & shall be approved by CFTRI- India/BS 6920-UK/international standard /NSF/ANSI/-61 2004 to be fit for contact with potable water for human Sq.M. consumption with 406 micron thickness. inclusive of necessary materials labour Equipment Contractor's overhead charges and profit and including all taxes
Providing and applying 1 coat of 25 micron of zinc rich primer confirming to specifications of DGS-175, Type-A, and 3 coats each of 25 micron of Non toxic high build black epoxy paint suitable for water potable water application inclusive of necessary materials, labour Equipment, Contractor's overhead charges and profit Sq.M. and including all taxes.
Temporary/ Permenant Plugging and blocking of sewerline, branch connection and diversion of flow and removal of all plug etc. 300 mm dia and below sewer line
300 mm to 500 mm dia sewer line
600 mm to 700 mm dia sewer line
800 mm dia sewer line
900 mm dia sewer line
Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately) (A) 15mm
Sewage Pumping Station: Design, supply, construction, of sewage pumping station including Boring for water supply, toilet block, internal roads and other ancilliary work (for Sewage Pumping Station, details are given in Volume II Extent of work) Up to 5 MLD
5 to 15 MLD
Above 15 MLD
ITEM NO. 1 Excavation for foundation including sorting out and stacking off useful materials and disposing of the excavated stuff up to 20 mt. lead and all lift, watering etc. comp. Loose or soft soil (A) upto 1.5mt depth
(B) 1.5 to 3.0 mt depth
ITEM NO. 2 Empty boring through all. sorts of strata for providing 0.35 MTR. dia. R.C.C. bored piles to required depth including providing necessary casting pipe with all plants and equipments as required complete. ( I ) 300mm
ITEM NO. 2A Extra for under reaming inside the bore holes for under reamed piles of 300 mm diameter
ITEM NO. 3 Providing and laying cement concrete 1: 3: 6 (1 cement : 3 coarse sand :6 graded stone aggregates 40 mm nominal size) and curing complete including cost of formwork in: (A) Foundation and plinth
ITEM NO. 4 Providing and laying cement concrete work 1:11/2:3 (1 cement :11/2 coarse sand :3 graded stone aggregate 20 mm nominal size) and curing complete including cost of form work Up to excluding cost of reinforcement for reinforced concrete work in : (A) foundation, footing, base of columns and mass concrete
ITEM NO. 5 Providing and laying ordinary cement concrete 1:11/2:3 (1 cement :11/2 coarse sand :3 graded stone aggregate 20mm nominal size) and finishing smooth etc. complete including cost of form work but excluding the cost of reinforcement for R.C.C. work in: (A) Column
(B) Beam( up to 0.08 sqmtr.)
(0.08 to 0.012sqmtr. )
ITEM NO. 6 Providing and fixing TMT (FE-500D) with epoxy paint bar reinforcement for R.C.C. work including bending, binding and placing in position etc. comp. upto floor two level.
ITEM NO.7 Filling in trenches with available excavated soil incl. Watering and consolidating etc. comp inclu. Spreading the available soil as per instruction of engineer in charge etc. complete.
ITEM NO. 8 Providing and laying c.c. 1:3:6 ( 1 cement :3 coarse sand :6 crushed stone agg. 20 mm nominal size ) and Finishing smooth etc. complete including cost of form work in wall caps/Coping/Beam
ITEM NO.9 Providing and constructing brick work using fly ash building bricks having crushing strength not less than 70 kg/sqcm. in super structure in cement mortar 1:6 (1 cement :6 fine sand) etc. comp.up to G.L./P.L
ITEM NO.9 Providing and constructing brick work using conventional building bricks having crushing strength not less than 70 kg/sqcm. in super structure in cement mortar 1:6 (1 cement :6 fine sand) etc. comp.up to G.L./P.L
ITEM NO.10 Providing and applying 20mm. thick sand faced cement plaster on wall similar surfaces at all floor levels consisting of 12mm av. Thk. Backing coat of C.M. 1:3 (1 cement : 3 sand ) & 8 mm tk. Finishing coat of C.M.1:1(1cement:1 sand)----Upto GL/PL Ground floor -For Wall
ITEM NO.11 Providing & Applying 15mm.th.cement plaster in single coat on brick/ concrete walls similar surfaces for plastering & finished even & smooth with a floating coat of cement slurry mixed with admixture of lime or neeru in required proportion etc. comp. in C.M 1:3 (1 cement : 3sand) (A) For wall and similar surfaces -- Ground Floor
Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete
ITEM NO.13 Steel work welded in built up sections, framed work for M.S. gate including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.t:- (A) in beams & joists channels angles, tees, flats with connection plates or angle cleats as in main & cross beams, hip & trussed purloins connected to common refers & the like.
ITEM NO.14 Providing and fixing 'Y' shaped barbed wire fencing on compound wall top with verical angle of 50X50X6 mm X1.00mt height, two cross angles 50X50X6 mm X 0.60 mtr. Length, having 3 Horizontal and two diagonal rows of barbed wire on vertical angle and three horizontal and two diagonal barbed wire rows on each cross angles incl. cost of barbed wires, necessary GI stapplings, painting angles with one coat of anticorrossive primer angles and two coats of enamel paint of approved quality, necessary scaffolding etc. complete as per the direction of engineer in charge
ITEM NO.15 Painting two coats (excluding priming coat) on new steel and other metal surface with synthetic enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matters.
ITEM NO. 1 Excavation for foundation including sorting out and stacking off useful materials and disposing of the excavated stuff up to 20 mt. lead and all lift, watering etc.comp. (A) upto 1.5mt depth
(B) 1.5 to 3.0 mt depth
ITEM NO.2 Empty boring through all. sorts of strata for providing 0.35 MTR. dia. R.C.C. bored piles to required depth including providing necessary casting pipe with all plants and equipments as required complete. ( I ) 300mm
ITEM NO.2A Extra for under reaming inside the bore holes for under reamed piles of 350 mm diameter (Rate of 300mm dia is 373 Rs./No.
ITEM NO. 3 Providing and laying cement concrete 1: 3: 6(1 cement : 3 coarse sand :6 graded stone aggregates 40 mm nominal size) and curing complete including cost of formwork in: (A) Foundation and plinth
ITEM NO. 4 Providing and laying cement concrete work M-30 and curing complete including cost of form work Up to excluding cost of reinforcement for reinforced concrete work in : (A) foundation, footing, base of columns and mass concrete
ITEM NO. 5 Providing and laying ordinary cement concrete M-30 and finishing smooth etc. complete including cost of form work but excluding the cost of reinforcement for R.C.C. work in: (A) Column
(B) Vertical wall
ITEM NO. 6 Providing and fixing TMT (FE-500D) with epoxy paint bar reinforcement for R.C.C. work including bending,binding and placing in position etc. comp. upto floor two level.
ITEM NO.7 Filling in trenches with available excavated soil incl. Watering and consolidating etc. comp inclu. Spreading the available soil as per instruction of engineer in charge etc.complete.
ITEM NO. 8 Providing and laying c.c. 1:3:6 ( 1 cement :3 coarse sand :6 crushed stone agg. 20 mm nominal size ) and Finishing smooth etc. complete including cost of form work in:wall caps/coping
ITEM NO. 9 Providing and constructing brick work using fly ash building bricks having crushing strength not less than 70 kg/sqcm. in super structure in cement mortar 1:6 (1 cement :6 fine sand) etc. comp. up to G.L./P.L
ITEM NO. 9 Providing and constructing brick work using conventional building bricks having crushing strength not less than 70 kg/sqcm. in super structure in cement mortar 1:6 (1 cement :6 fine sand) etc. comp. up to G.L./P.L
ITEM NO. 10 Providing and applying 20mm. thick snad faced cement plaster on wall similar surfaces at all floor levels consisting of 12mm av. Thk. Backing coat of C.M. 1:3 (1 cement : 3 sand ) & 8 mm tk. Finishing coat of C.M.1:1(1cement:1 sand)----Upto GL/PL Ground floor -For Wall
ITEM NO. 11 Providing & Applying 15mm.th.cement plaster in single coat on brick/ concrete walls similar surfaces for plastering & finished even & smooth with a floating coat of cement slurry mixed with admixture of lime or neeru in required proportion etc. comp. in C.M 1:3 (1 cement : 3sand) (A) For wall and similar surfaces -- Ground Floor
ITEM NO. 12 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete(a)for wall
ITEM NO. 13 Steel work welded in built up sections, framed work for M.S. gate including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.t:- (A) in beams & joists channels angles, tees, flats with connection plates or angle cleats as in main & cross beams, hip & trussed purloins connected to common refers & the like.
ITEM NO. 14 Providing and fixing 'Y' shaped barbed wire fencing on compound wall top with verical angle of 50X50X6 mm X1.00mt height, two cross angles 50X50X6 mm X 0.60 mtr. Length, having 3 Horizontal and two diagonal rows of barbed wire on vertical angle and three horizontal and two diagonal barbed wire rows on each cross angles incl. cost of barbed wires, necessary GI stapplings, painting angles with one coat of anticorrossive primer angles and two coats of enamel paint of approved quality, necessary scaffolding etc. complete as per the direction of engineer in charge
ITEM NO. 15 Painting two coats (excluding priming coat) on new steel and other metal surface with synthetic enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matters.
MECHANICAL WORK SUBMERSIBLE NONCLOG PUMP SET Providing, installing, testing and commissioning of sewage submersible type non clog pump suitable for working on Air filled dry type motor, 3 Phase, 415 V, 50 Hz., AC supply, max. 1500 Sync. speed with suitable round continuous submersible Flexible copper conductor power and control cables each run of 25 m length and of required size & cores as per tender for each pump motor set with necessary electrical termination connection at junction box/starter panel, Pump monitoring unit, etc. along with submersible dry type motor having Class 'F' insulation and IP-68 protection with each pump set . The scope include all required accessories viz. all supports, clamps, fittings along with mechanical seals, double guide pipes in SS 304, RCC foundation with auto coupling & delivery bend, SS lifting chain having intermediate link/chain of 300 mm at every 1.5 m distance with shackle, etc. complete set and following M.O.C. of Casing- CI Gr. 260, Impeller-CF8M, shaft-SS 410 and Motor body-CI as minimum and as per the specification/Tender, complete in all respect. Pump Capacity: 288 m3 / hr., Head: 20 m, Motor Rating: Min. 50 hp (37 kW)
Pump Capacity: 630 m3 / hr., Head: 22 m, Motor Rating: Min. 75 kW
Pump Capacity: 36 m3 / hr., Head: 13 m, Motor Rating: Min. 5 hp (3.7 kW)
Pump Capacity: 126 m3 / hr., Head: 16 m, Motor Rating: Min. 20 hp (15 kW)
Pump Capacity: 43 m3 / hr., Head: 13 m, Motor Rating: Min.7.5 hp (5.5 kW)
Pump Capacity: 54 m3 / hr., Head: 9 m, Motor Rating: Min.5 hp (3.7 kW)
Pump Capacity: 36 m3 / hr., Head: 17 m, Motor Rating: Min.7.5 hp (5.50 kW)
Pump Capacity: 36 m3 / hr., Head: 12 m, Motor Rating: Min.5 hp (3.7 kW)
Pump Capacity: 36 m3 / hr., Head: 14 m, Motor Rating: Min.5 hp (3.7 kW)
Pump Capacity: 144 m3 / hr., Head: 20 m, Motor Rating: Min.25 hp (18.5 kW)
Pump Capacity: 39.6 m3 / hr., Head: 8 m, Motor Rating: Min.5 hp (3.7 kW)
VALVES: Supply, installation, testing and commissioning of Manually gear operated CI Double Flanged, Non-Rising Spindle type, Sluice Valve conforming to IS 14846 PN 1.0 with SS 304 seat rings and SS Non-rising spindle with hot dipped galvanised hardware's, bolts, nuts & washers, gaskets, etc. as per data sheet including all taxes, insurance, transportation, freight charges, Inspection Charges, loading - unloading, conveyence to pump house, stacking, security etc. complete as per IS and Specification. Size : 80 mm NB (Manually Operated - On header for Drain)
Size : 150 mm NB (Manually Operated - On header for Drain)
Size : 250 mm NB (Manually Operated - On header for Drain)
Size : 200 mm NB (Manually Operated - On header for Drain)
Size : 300 mm NB (Manually Operated - On header for Drain)
Supply, installation, testing & commissioning of CI DF, Non slam, flanged, single door type Dual Plate Check Valve conforming to IS 5312, Part 1 having pressure rating PN 1.0, having C.I. body and door, CF8M seat rings along with all necessary hardwares as per specifications and complete in all respect. Size : 200 mm NB (On Delivery of Pump)
Size : 450 mm NB (On Header Line of Pump)
Size : 300 mm NB (On Delivery of Pump)
Size : 600 mm NB (On Header Line of Pump)
Size : 100 mm NB (On Delivery of Pump)
Size : 150 mm NB (On Header Line of Pump)
Size : 250 mm NB (On Header Line of Pump)
Supply, installation, testing and commissioning of CI Double Flanged Electric actuator gear operated Knife Gate Valve with extended spindle & Head stock conforming to MSS SP-81 1995, PN 1.0 with SS gate, EPDM seal, SS spindle & Head stock with all SS hardware, gaskets, & handwheel for emergency operation including providing required valve support etc. Size: 450 mm NB (Electric actuator operated for Header Line)
Size: 300 mm NB (Electric actuator operated for Delivery of each Pump)
Size: 600 mm NB (Electric actuator operated for Header Line)
Size: 100 mm NB (Electric actuator operated for Delivery of each Pump)
Size: 200 mm NB (Electric actuator operated for Delivery Line)
Size: 200 mm NB (Electric actuator operated for Header Line)
Size: 150 mm NB (Electric actuator operated for Header Line)
Supply, installation, testing and commissioning of Flange ends Expansion Bellow (PN 1.0) as per EJMA standards and as per specs. And complete in all respect. Size : 200 mm NB x 300 mm L (On Delivery of Each Pump)
Size : 450 mm NB x 300 mm L (On Header Line)
Size : 100 mm NB x 300 mm L (On Delivery of Each Pump)
Size : 150 mm NB x 300 mm L (On Header Line)
Size : 140 mm NB x 300 mm L (On Delivery of Each Pump)
Size : 250 mm NB x 300 mm L (On Header Line)
Size : 300 mm NB x 300 mm L (On Header Line)
Size : 600 mm NB x 300 mm L (On Header Line)
SS PIPE AND SPECIALS Supply, installation, connection, testing and commissioning of double flanged Suction, delivery and header flanged SS 316 pipe conforming with connection and complete in all respect. Size: 100 mm to 450 mm dia.
Size: 80 mm to 450 mm dia.
Size: 150 mm to 250 mm dia.
Size: 100 mm to 300 mm dia.
SS FITTINGS & SPECIALS Supply, installation, connection with suction, delivery, header, testing and commissioning of Flanged SS 316 Fittings and Specials like 90 deg. Bend, Blind Flanges, Reducer / Enlarger, Duck foot bend, TEE, etc and complete in all respect. Size: 100 mm to 450 mm dia.
Size: 80 mm to 450 mm dia."
Size: 150 mm to 250 mm dia.
Size: 100 mm to 300 mm dia.
SS 316 Febrication Work for Manual Screen & other relevent works as joints, channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates (below 10mm thickness) for cable trench etc. required for support structure of all Electro-mechanical equipment, piping, etc. for support on floor / wall / beam / brackets etc.
Providing, Supply of Structure Steel at site of work with freight, loading, unloading carting, etc. including all taxes and duties complete such as joints, channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates (below 10mm thickness) for cable trench etc. required for support structure of all Electro-mechanical equipment, piping, etc. for support on floor / wall / beam / brackets etc. as per tender and IS.
Supply, Installation, Testing and Commissioning of FRP Chequred Plate as per Detailed Tender Specification
Supply, Installation, Testing and Commissioning of FRP Railing as per Detailed Tender Specification
C.I. WALL THIMBLE MOUNTED SLUICE GATE Supply, installation, testing and commissioning of Electric Actuator operated C.I. Sluice Gate conforming to AWWAC 501 or IS : 13349 - 1992 Class - 1 with rising spindle, single faced, wall thimble mounted, handwheel, flush bottom closing, flange back frame, head stock, Spindle with supports brackets having length as specified or to suit site condition, suitable for seating as well as unseating water head, complete in all respect. Size : 800 mm (w) x 800 (h) mm Location: Incoming Sewage Line Mode: ( Electrically Operated )
"Size : 1000 mm (w) x 1000 (h) mm Location: Incoming Sewage Line Mode: ( Electrically Operated )"
Size : 400 mm (w) x 400 (h) mm Location: Screen Chamber Mode: Key Operated Manual Gate
Size : 600 mm (w) x 600 (h) mm Location: Screen Chamber Mode: Key Operated Manual Gate
Size : 450 mm (w) x 450 (h) mm Location: Screen Chamber Mode: Key Operated Manual Gate
Size : 500 mm (w) x 500 (h) mm Location: Screen Chamber Mode: Key Operated Manual Gate
MECHANICAL MULTI RAKE COARSE BAR SCREEN MECHANISM Supply, installation, testing and commissining of Mechanical Coarse Bar Screen with multiple rake blades, in SS 304 having 75 deg. angle of inclination to horizontal, having 20 mm clear opening between bars of size 10 mm thick and 50 mm depth suitable for installation in screen chamber of about 1.5 m wide X approx. 10 m deep with max. 1.4 m normal LD and screen having clear inside width of 1000 - 1200 mm to suit channel width & with vertical bar heigth of 3.0 m, along with electrical control panel suitable for auto-manual operation, screening disposal arrangement upto ground level and there from upto discharge point by belt conveyor with all accessories & SS hardwares, etc. data sheet & Specification. Rakes shall be provided for every 1.5 to 2.0 m screen channel depth. The chain shall have a breaking load of min. 90 kN.
BELT CONVEYOR Supply, Erection, Testing and Commissioning of the Belt coveyer shall be with sufficient length to cover Two screen chamber, approx. 7.0 m long X 600 mm wide & height as per requirments.
SINGLE GIRDER EOT CRANE: Providing & erecting Single girder type fully electrically operated E.O.T. crane with electrically operated hoist, class II duty, geared travelling trolley with seven meter lift complete with long travel rail track (40 mm sq. bar), moving or cross girder, all three motions electrically operated by suitable rating motor IP 54, control panel & down pendant control block, brake, safety device, cables form motor to starter panel & other required accessories & tested as per IS Specifications. Capacity: min. 5 Ton, (for Pump House),Lift: 10 m, (or as per site ) Span: App. 9 m - 12 m (or as per site) Note: (1) Minimum as specified capacity or higher as per requirement such that EOT crane capacity is min.1.25 times of the pump/motor OR single heaviest component to be lifted within pump house. (2) Span shall be measured as per existing site/pump house conditions.
Capacity: min. 2 Ton, (For Screen), Lift: 10 m, (or as per site ) Span: App. 9 m - 12 m (or as per site) Note: (1) Minimum as specified capacity or higher as per requirement such that EOT crane capacity is min.1.25 times of the single heaviest component to be lifted. (2) Span shall be measured as per existing site conditions.
Capacity: min. 2 Ton, (for Pump House),Lift: 10 m, (or as per site ) Span: App. 9 m - 12 m (or as per site) Note: (1) Minimum as specified capacity or higher as per requirement such that EOT crane capacity is min.1.25 times of the pump/motor OR single heaviest component to be lifted within pump house. (2) Span shall be measured as per existing site/pump house conditions.
Capacity: min. 3 Ton, (for Pump House),Lift: 10 m, (or as per site ) Span: App. 9 m - 12 m (or as per site) Note: (1) Minimum as specified capacity or higher as per requirement such that EOT crane capacity is min.1.25 times of the pump/motor OR single heaviest component to be lifted within pump house. (2) Span shall be measured as per existing site/pump house conditions.
Providing Chain Pully Block with tripple gear arrangement, lifting hook, load chain & hand chain & locking device with necessary mounting girder/structure, spur gear travelling trolley & accessories. 2 Tonne Capacity
Extra for 5m lift
PORTABLE DEWATERING PUMP Supply and testing of Submersible non clog Portable Dewatering Pumpset with C.I. casing & CF8M impeller, 25m flexible PVC delivery hose pipe of pump delivery size, rated for 6.0 kg / cm2 presure, 15 mtr SS lifting chain, 20m pair of cable for motor to starter panel, suitable for 3Phase, 415 V, 50 Hz AC supply and min. motor rating as indicated here below, Switch-Starter panel with PMU suitable inter lock for winding protection, moisture controlar & dry run protection auto stop facilities, 10 m suitable sizr power supply cable to starter panel, GI/CI pump stool and other required accessories for wet well. Capacity : 25 m3 / hr. Head : 15 m Motor Rating: Mini. 3.7 kw
11 KV HT VCB Panel SITC of Indoor type HT panel as per tender Specifications, Data sheet, IS and as per given description etc. Comp6rasing of 800 A Vaccum cicuit breaker for 1 No. incomer, 2 Nos. O/G feeeders for 11/0.433 kv districution transformers.
11 KV HV CABLE Supply, installation, testing and commissioning of 11 kV(E) grade, galvanised steel flat strip armoured, stranded compact circular Aluminium conductor screened with extruded semi conducting compound as per IS: 7098 (Part-II)-1985 with its latest amendment etc. Size : 3C x 185 sq.mm A2XFY (From Power Distribuiton Company 11 kV FP Structure to 11 kV Indoor HV Panel & Transformers primary)
11 KV HT INDOOR TERMINATIONS S.I.T.C. of heat shrink type 11 kV(E) outdoor cable termination kit with Aluminium/ Copper lugs & ferrules conforming to relevant IS/IEC standard including required materials suitable for 3C x 185 sq.mm A2XFY
200 KVA DISTRIBUTION TRANSFORMER Supply of Distribution transformer( energy efficiency-Level 3/Star-2) of approved make ONAN cooled, no load voltage ratio 11/0.433 KV, copper, double wound, core type indoor/outdoor type & continuously rated for 3 Ph, 50 Hz, oil immersed winding with vector group Dyn 11, HV delta connected and LV star connected, with neutral brought out connected to provide separate earthing including terminal arrangement bushing/cable box on HV side & cable box on LV side suitable for bus duct conforming to IS: 1180 & its latest amendment (IS 2026 is an adjunct to IS 1180-2014) as per detailed specifications
FIXED APP TYPE CAPACITOR Fixed APP type Capacitor- 10 KVAR (Approx. 5% kVAR of Transformer rating) of approved make for Transformer No-load compensation with Thyristor based switching control accessories with 7% Detuned reactor & 63A MCCB having 50KA rating
WIRE FENCING (FOR DP STRUCTURE & TRANSFORMER YARD): Providing and fixing 2.0 mtr. high Wire Fencing with 2.8 Mtr. long M.S. angle posts 40mm X 40mm X 6mm and oil painting 3 coats fixed at 2.5 Mtr.
M.S. GATE (FOR DP STRUCTURE & TRANSFORMER YARD): Providing and fixing M.S. gate made from M.S. angles, channels and flats including all labour and material cost with painting and fixing at site of work including carting, loading, unloading etc. complete with M.S. Gate 1 Mtr. x 2 Mtr. in structural steel.
SWITCH FUSE UNIT SITC of Triple Pole Metal Clad Switch Fuse Unit 415/500 V with HRC fuse of suitable load and neutral link confirming to IS Rating : 200 A
SWITCH FUSE UNIT SITC of Triple Pole Metal Clad Switch Fuse Unit 415/500 V with HRC fuse of suitable load and neutral link confirming to IS Rating : 100 A
SWITCH FUSE UNIT SITC of Triple Pole Metal Clad Switch Fuse Unit 415/500 V with HRC fuse of suitable load and neutral link confirming to IS Rating : 63 A
415V LV PMCC Panel: S.I.T.C. of LV PMCC Panel (Indoor) totally enclosed type as per IS: 2147, Operation on 3-Phase, 415V, 50Hz, Neutral effectively grounded, IP-52, with instrumentation compartments accomodating LED type indicating lamps, power & control contactors as per IS: 13947, CT of accuracy class- I as per IS: 2705, Relays & control fuses, air insulated electrolyte grade Copper busbar for three phase & neutral system with microprocessor based air circuit breakers, microprocessor based/ air break fixed type MCCB/ MPCB with trip free mechanism, current limiting type MCB as per IS: 8828, suitable rating outgoing feeders as per design & SLD drawings, digital type metering instruments, momentary contact type push buttons, equipment fittings, bus bars, cable alleys, cable gland, incoming & ougoing cable connection chamber suitable for 1100V grade, Al./ Cu. conductor PVC insulated & PVC sheathed armoured cable, 10% spare terminals, power wiring use of 650/ 1100V grade, FRLS insulated copper conductor wires confirming to IS: 694 & 8130, cable compartments of minimum 300 mm size, Copper Busbar & Copper earth bus bar for entire length, detail specifications & data sheet including required testing @ factroy as per applicable IS/ IEC standards. LV PMCC Panel shall be comprising of; (a) 1 No. incomer with 200 A FP MCCB (O/L+S/C+E/F) for lighting & inductive load having 50 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (b) 3 Nos. outgoings each with Approved Make 50 HP ATS/Star Delta Starter feeders as per tender specification along with 3 Pole, motor duty MCCB of suitable rating as per type- II coordination & APP type fixed capacitor bank of required kVAR. (c) 2 Nos. Outgoing Feeder each with 25 A & 2 Nos. Outgoing Feeder each with 63 A Four Pole MCCB having 25 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (d) 6 Nos. Outgoing each with 63A TPN MCB for welding receptacles & Aux loads (C Curve) having 10kA breaking capacity & confirming to IS 8828. (e) 16 Nos. Outgoing each with 6A-32A SP MCB for single phase lighting & aux loads having breaking capacity 10 KA & confirming to IS 8828. Location: SPS-1
415V LV PMCC Panel: S.I.T.C. of LV PMCC Panel (Indoor) totally enclosed type as per IS: 2147, Operation on 3-Phase, 415V, 50Hz, Neutral effectively grounded, IP-52, with instrumentation compartments accomodating LED type indicating lamps, power & control contactors as per IS: 13947, CT of accuracy class- I as per IS: 2705, Relays & control fuses, air insulated electrolyte grade Copper busbar for three phase & neutral system with microprocessor based air circuit breakers, microprocessor based/ air break fixed type MCCB/ MPCB with trip free mechanism, current limiting type MCB as per IS: 8828, suitable rating outgoing feeders as per design & SLD drawings, digital type metering instruments, momentary contact type push buttons, equipment fittings, bus bars, cable alleys, cable gland, incoming & ougoing cable connection chamber suitable for 1100V grade, Al./ Cu. conductor PVC insulated & PVC sheathed armoured cable, 10% spare terminals, power wiring use of 650/ 1100V grade, FRLS insulated copper conductor wires confirming to IS: 694 & 8130, cable compartments of minimum 300 mm size, Copper earth bus bar for entire length, detail specifications & data sheet including required testing @ factroy as per applicable IS/ IEC standards. LV PMCC Panel shall be comprising of; (a) 1 No. incomer with 400 A FP MCCB (O/L+S/C+E/F) for lighting & inductive load having 50 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (b) 3 Nos. outgoings each with Approved Make 100 HP ATS/Star Delta Starter feeders as per tender specification along with 3 Pole, motor duty MCCB of suitable rating as per type- II coordination & APP type fixed capacitor bank of required kVAR. (c) 4 Nos. Outgoing Feeder each with 25 A Four Pole MCCB having 25 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (d) 8 Nos. Outgoing each with 63A TPN MCB for welding receptacles & Aux loads (C Curve) having 10kA breaking capacity & confirming to IS 8828. (e) 20 Nos. Outgoing each with 6A-32A SP MCB for single phase lighting & aux loads having breaking capacity 10 KA & confirming to IS 8828. Location: SPS-2
415V LV PMCC Panel: S.I.T.C. of LV PMCC Panel (Indoor) totally enclosed type as per IS: 2147, Operation on 3-Phase, 415V, 50Hz, Neutral effectively grounded, IP-52, with instrumentation compartments accomodating LED type indicating lamps, power & control contactors as per IS: 13947, CT of accuracy class- I as per IS: 2705, Relays & control fuses, air insulated electrolyte grade Copper busbar for three phase & neutral system with microprocessor based air circuit breakers, microprocessor based/ air break fixed type MCCB/ MPCB with trip free mechanism, current limiting type MCB as per IS: 8828, suitable rating outgoing feeders as per design & SLD drawings, digital type metering instruments, momentary contact type push buttons, equipment fittings, bus bars, cable alleys, cable gland, incoming & ougoing cable connection chamber suitable for 1100V grade, Al./ Cu. conductor PVC insulated & PVC sheathed armoured cable, 10% spare terminals, power wiring use of 650/ 1100V grade, FRLS insulated copper conductor wires confirming to IS: 694 & 8130, cable compartments of minimum 300 mm size, Copper Busbar & Copper earth bus bar for entire length, detail specifications & data sheet including required testing @ factroy as per applicable IS/ IEC standards. LV PMCC Panel shall be comprising of; (a) 1 No. incomer with 63 A FP MCCB (O/L+S/C+E/F) for lighting & inductive load having 50 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (b) 2 Nos. outgoings each with Approved Make 5 HP DOL/ATS/Star Delta Starter feeders as per tender specification along with 3 Pole, motor duty MCCB of suitable rating as per type- II coordination & APP type fixed capacitor bank of required kVAR. (c) 2 Nos. Outgoing Feeder each with 25 A & 2 Nos. Outgoing Feeder each with 63 A Four Pole MCCB having 25 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (d) 6 Nos. Outgoing each with 63A TPN MCB for welding receptacles & Aux loads (C Curve) having 10kA breaking capacity & confirming to IS 8828. (e) 16 Nos. Outgoing each with 6A-32A SP MCB for single phase lighting & aux loads having breaking capacity 10 KA & confirming to IS 8828. Location: APS-1, APS-4, APS-6, APS-7, APS-8, APS-10
415V LV PMCC Panel: S.I.T.C. of LV PMCC Panel (Indoor) totally enclosed type as per IS: 2147, Operation on 3-Phase, 415V, 50Hz, Neutral effectively grounded, IP-52, with instrumentation compartments accomodating LED type indicating lamps, power & control contactors as per IS: 13947, CT of accuracy class- I as per IS: 2705, Relays & control fuses, air insulated electrolyte grade Copper busbar for three phase & neutral system with microprocessor based air circuit breakers, microprocessor based/ air break fixed type MCCB/ MPCB with trip free mechanism, current limiting type MCB as per IS: 8828, suitable rating outgoing feeders as per design & SLD drawings, digital type metering instruments, momentary contact type push buttons, equipment fittings, bus bars, cable alleys, cable gland, incoming & ougoing cable connection chamber suitable for 1100V grade, Al./ Cu. conductor PVC insulated & PVC sheathed armoured cable, 10% spare terminals, power wiring use of 650/ 1100V grade, FRLS insulated copper conductor wires confirming to IS: 694 & 8130, cable compartments of minimum 300 mm size, Copper Busbar & Copper earth bus bar for entire length, detail specifications & data sheet including required testing @ factroy as per applicable IS/ IEC standards. LV PMCC Panel shall be comprising of; (a) 1 No. incomer with 100 A FP MCCB (O/L+S/C+E/F) for lighting & inductive load having 50 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (b) 2 Nos. outgoings each with Approved Make 20 HP DOL/ATS/Star Delta Starter feeders as per tender specification along with 3 Pole, motor duty MCCB of suitable rating as per type- II coordination & APP type fixed capacitor bank of required kVAR. (c) 2 Nos. Outgoing Feeder each with 25 A & 2 Nos. Outgoing Feeder each with 63 A Four Pole MCCB having 25 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (d) 6 Nos. Outgoing each with 63A TPN MCB for welding receptacles & Aux loads (C Curve) having 10kA breaking capacity & confirming to IS 8828. (e) 16 Nos. Outgoing each with 6A-32A SP MCB for single phase lighting & aux loads having breaking capacity 10 KA & confirming to IS 8828. Location: APS-2
415V LV PMCC Panel: S.I.T.C. of LV PMCC Panel (Indoor) totally enclosed type as per IS: 2147, Operation on 3-Phase, 415V, 50Hz, Neutral effectively grounded, IP-52, with instrumentation compartments accomodating LED type indicating lamps, power & control contactors as per IS: 13947, CT of accuracy class- I as per IS: 2705, Relays & control fuses, air insulated electrolyte grade Copper busbar for three phase & neutral system with microprocessor based air circuit breakers, microprocessor based/ air break fixed type MCCB/ MPCB with trip free mechanism, current limiting type MCB as per IS: 8828, suitable rating outgoing feeders as per design & SLD drawings, digital type metering instruments, momentary contact type push buttons, equipment fittings, bus bars, cable alleys, cable gland, incoming & ougoing cable connection chamber suitable for 1100V grade, Al./ Cu. conductor PVC insulated & PVC sheathed armoured cable, 10% spare terminals, power wiring use of 650/ 1100V grade, FRLS insulated copper conductor wires confirming to IS: 694 & 8130, cable compartments of minimum 300 mm size, Copper Busbar & Copper earth bus bar for entire length, detail specifications & data sheet including required testing @ factroy as per applicable IS/ IEC standards. LV PMCC Panel shall be comprising of; (a) 1 No. incomer with 63 A FP MCCB (O/L+S/C+E/F) for lighting & inductive load having 50 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (b) 2 Nos. outgoings each with Approved Make 7.5 HP DOL/ATS/Star Delta Starter feeders as per tender specification along with 3 Pole, motor duty MCCB of suitable rating as per type- II coordination & APP type fixed capacitor bank of required kVAR. (c) 2 Nos. Outgoing Feeder each with 25 A & 2 Nos. Outgoing Feeder each with 63 A Four Pole MCCB having 25 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (d) 6 Nos. Outgoing each with 63A TPN MCB for welding receptacles & Aux loads (C Curve) having 10kA breaking capacity & confirming to IS 8828. (e) 16 Nos. Outgoing each with 6A-32A SP MCB for single phase lighting & aux loads having breaking capacity 10 KA & confirming to IS 8828. Location: APS-3, APS-5
415V LV PMCC Panel: S.I.T.C. of LV PMCC Panel (Indoor) totally enclosed type as per IS: 2147, Operation on 3-Phase, 415V, 50Hz, Neutral effectively grounded, IP-52, with instrumentation compartments accomodating LED type indicating lamps, power & control contactors as per IS: 13947, CT of accuracy class- I as per IS: 2705, Relays & control fuses, air insulated electrolyte grade Copper busbar for three phase & neutral system with microprocessor based air circuit breakers, microprocessor based/ air break fixed type MCCB/ MPCB with trip free mechanism, current limiting type MCB as per IS: 8828, suitable rating outgoing feeders as per design & SLD drawings, digital type metering instruments, momentary contact type push buttons, equipment fittings, bus bars, cable alleys, cable gland, incoming & ougoing cable connection chamber suitable for 1100V grade, Al./ Cu. conductor PVC insulated & PVC sheathed armoured cable, 10% spare terminals, power wiring use of 650/ 1100V grade, FRLS insulated copper conductor wires confirming to IS: 694 & 8130, cable compartments of minimum 300 mm size, Copper Busbar & Copper earth bus bar for entire length, detail specifications & data sheet including required testing @ factroy as per applicable IS/ IEC standards. LV PMCC Panel shall be comprising of; (a) 1 No. incomer with 100 A FP MCCB (O/L+S/C+E/F) for lighting & inductive load having 50 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (b) 2 Nos. outgoings each with Approved Make 25 HP ATS/Star Delta Starter feeders as per tender specification along with 3 Pole, motor duty MCCB of suitable rating as per type- II coordination & APP type fixed capacitor bank of required kVAR. (c) 2 Nos. Outgoing Feeder each with 25 A & 2 Nos. Outgoing Feeder each with 63 A Four Pole MCCB having 25 kA breaking capacity & conforming to IS/IEC 60898-2:2003. (d) 6 Nos. Outgoing each with 63A TPN MCB for welding receptacles & Aux loads (C Curve) having 10kA breaking capacity & confirming to IS 8828. (e) 16 Nos. Outgoing each with 6A-32A SP MCB for single phase lighting & aux loads having breaking capacity 10 KA & confirming to IS 8828. Location: APS-9
Lighting Distribution Board: S.I.T.C. of Three phase 4 way single door for single phase outgoing horizontal bus made of sheet steel powder coated, flush/ surface mounted fitted with busbar, neutral link, earth bus and DIN rail conforming to IS: 13032 and BS: 5486/ 1986 with out MCCB to house approiate nos.of MCB (The DBs should be used of same company of MCB to used) with Half/ One module blanking plate of standard size. (a) 1 No. incomer with Approved make 4pole of 63A MCCB (25kA) with ELCB having sensitivity of 30mA suitable for operation on 415V, 3 Phase, 4 wire AC Supply with all internal connections. (b) 10 Nos. Outgoing each with 63A TPN MCB for outdoor lighting (C Curve) having 10kA breaking capacity & confirming to IS 8828. (c) 10 Nos. Outgoing each with 6A-32A SP MCB for single phase lighting & aux loads having breaking capacity 10 KA & confirming to IS 8828.
Lighting Distribution Board: S.I.T.C. of Three phase 4 way single door for single phase outgoing horizontal bus made of sheet steel powder coated, flush/ surface mounted fitted with busbar, neutral link, earth bus and DIN rail conforming to IS: 13032 and BS: 5486/ 1986 with out MCCB to house approiate nos.of MCB (The DBs should be used of same company of MCB to used) with Half/ One module blanking plate of standard size. (a) 1 No. incomer with Approved make 4pole of 100 A MCCB (25kA) with ELCB having sensitivity of 30mA suitable for operation on 415V, 3 Phase, 4 wire AC Supply with all internal connections. (b) 10 Nos. Outgoing each with 63A TPN MCB for outdoor lighting (C Curve) having 10kA breaking capacity & confirming to IS 8828. (c) 10 Nos. Outgoing each with 6A-32A SP MCB for single phase lighting & aux loads having breaking capacity 10 KA & confirming to IS 8828.
POWER DISTRIBUTION BOARD: Providing and erecting Power Distribution Board made of sheet steel powder coated, surface mounted fitted with busbar,neutral link, earth busbar and DIN rail, conforming to IS 13032 and BS 5486/1986 comprising one Incomer with MCCB and required outgoings with MCB"
SITC of stand / wall mounting type G.I. / Aluminium Junction Box having epoxy powder coated trap lead with corrosion & rust free having load bearing capacity of 3.6 TONS with fixing arrangement with Protection Class of IP-65, fault level-25kA with earthing terminals, steel structure stand for mounting of JB, etc. for Termination to suit for 1.1 kV Submersible Flexible Copper Power Cable & A2XFY Power cable.
SITC of stand / wall mounting type G.I. / Aluminium Junction Box having epoxy powder coated trap lead with corrosion & rust free having load bearing capacity of 3.6 TONS with fixing arrangement with Protection Class of IP-65, fault level-25kA with earthing terminals, steel structure stand for mounting of JB, etc. for Termination to suit for 1.1 kV Submersible Flexible Copper Control Cable & 2XWY Control cable.
SITC of Pendant type ON_OFF LCS pushbutton set complete with Enclouser, necessary mounting/ fixing arrangement on wall / pipe support etc. to be installed near motors for remote operation, etc. as per IS and specifications (including structural steel)
1100V Grade LV Cables S.I.T.C. 1.1 kV grade, XLPE insulated, stranded aluminium conductor, galvanized steel flat strip/ round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps/ in existing cable trench/ cable trays/conduit/ pipe sleeves at road crossing or floor as per site requirement) conforming to IS : 71098 (Part – 1) & IEC : 60502 (Part – 1) of following Size. (1 run for Transformer to PMCC Panel) 3.5 C x 400 Sq. mm A2XFY
S.I.T.C. 1.1 kV grade, XLPE insulated, stranded aluminium conductor, galvanized steel flat strip/ round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps/ in existing cable trench/ cable trays/conduit/ pipe sleeves at road crossing or floor as per site requirement) conforming to IS : 71098 (Part – 1) & IEC : 60502 (Part – 1) of following Size. (1 run for DG Set and SFU to AMF & PMCC Panel respectively) 3.5 C x 70 Sq. mm A2XFY
S.I.T.C. 1.1 kV grade, XLPE insulated, stranded aluminium conductor, galvanized steel flat strip/ round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps/ in existing cable trench/ cable trays/conduit/ pipe sleeves at road crossing or floor as per site requirement) conforming to IS : 71098 (Part – 1) & IEC : 60502 (Part – 1) of following Size. (1 run for DG Set and SFU to AMF & PMCC Panel respectively) 3.5 C x 25 Sq. mm A2XFY
S.I.T.C. 1.1 kV grade, XLPE insulated, stranded aluminium conductor, galvanized steel flat strip/ round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps/ in existing cable trench/ cable trays/conduit/ pipe sleeves at road crossing or floor as per site requirement) conforming to IS : 71098 (Part – 1) & IEC : 60502 (Part – 1) of following Size. ( 1 run from PMCC to Motor) 3C x 70 Sq. mm A2XFY
S.I.T.C. 1.1 kV grade, XLPE insulated, stranded aluminium conductor, galvanized steel flat strip/ round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps/ in existing cable trench/ cable trays/conduit/ pipe sleeves at road crossing or floor as per site requirement) conforming to IS : 71098 (Part – 1) & IEC : 60502 (Part – 1) of following Size. ( 1 run from PMCC to Motor) 3C x 35 Sq. mm A2XFY
S.I.T.C. 1.1 kV grade, XLPE insulated, stranded aluminium conductor, galvanized steel flat strip/ round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps/ in existing cable trench/ cable trays/conduit/ pipe sleeves at road crossing or floor as per site requirement) conforming to IS : 71098 (Part – 1) & IEC : 60502 (Part – 1) of following Size. ( 1 run from PMCC to Motor) 3C x 6 Sq. mm A2XFY
S.I.T.C. 1.1 kV grade, XLPE insulated, stranded aluminium conductor, galvanized steel flat strip/ round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps/ in existing cable trench/ cable trays/conduit/ pipe sleeves at road crossing or floor as per site requirement) conforming to IS : 71098 (Part – 1) & IEC : 60502 (Part – 1) of following Size.(For 2nos. Screen Panel, PDB, LDB, Dewatering Pump, for outdoor Light) 4C x 4 Sq. mm A2XFY
S.I.T.C. 1.1 kV grade, XLPE insulated, stranded Copper conductor, galvanized steel flat strip/ round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps/ in existing cable trench/ cable trays/conduit/ pipe sleeves at road crossing or floor as per site requirement) conforming to IS : 71098 (Part – 1) & IEC : 60502 (Part – 1) of following Size. (For TPN MCB for EOT at Pump House & Other Location, TPN MCB at PMCC room, DG Power Sensing & Battery charging, Screen, Belt conveyor, MOV, MOG, Hoist, ICP) 4C x 2.5 Sq. mm 2YWY
10C x 2.5 sq.mm. 2XWY/2XFY Cable
12C x 2.5 sq.mm. Multi strand 2XWY(X)/2XFY(X) Cable (Control cable for PMU of Subm. Motor)
10Triad x 1.0 sq.mm. individual triad and overall shielded with aluminum mylar tape Signal Cable for Winding temperature & Bearing temperature sensing of motor. (Control cable for Subm. Motor)
Cable Glands/Terminations S.I.T.C. of heavy duty flange type brass cable glands with rubber rings for suitable size PVC armoured cable complete with outgoing tails, insulating type etc. for following size of cables. (double compression brass cable gland), 3.5 C x 400 Sq. mm A2XFY
S.I.T.C. of heavy duty flange type brass cable glands with rubber rings for suitable size PVC armoured cable complete with outgoing tails, insulating type etc. for following size of cables. (double compression brass cable gland) 3.5 C x 70 Sq. mm A2XFY
S.I.T.C. of heavy duty flange type brass cable glands with rubber rings for suitable size PVC armoured cable complete with outgoing tails, insulating type etc. for following size of cables. (double compression brass cable gland) 3.5 C x 25 Sq. mm A2XFY
S.I.T.C. of heavy duty flange type brass cable glands with rubber rings for suitable size PVC armoured cable complete with outgoing tails, insulating type etc. for following size of cables. (double compression brass cable gland) 3C x 35 Sq. mm A2XFY
S.I.T.C. of heavy duty flange type brass cable glands with rubber rings for suitable size PVC armoured cable complete with outgoing tails, insulating type etc. for following size of cables. (double compression brass cable gland) 3C x 6 Sq. mm A2XFY
S.I.T.C. of heavy duty flange type brass cable glands with rubber rings for suitable size PVC armoured cable complete with outgoing tails, insulating type etc. for following size of cables. (double compression brass cable gland) 4C x 4 Sq. mm A2XFY
S.I.T.C. of heavy duty flange type brass cable glands with rubber rings for suitable size PVC armoured cable complete with outgoing tails, insulating type etc. for following size of cables. (double compression brass cable gland) 4C x 2.5 Sq. mm 2YWY
10C x 2.5 sq.mm. 2XWY/2XFY Cable (As per Market Rate and RA)
12C x 2.5 sq.mm. Multi strand 2XWY(X)/2XFY(X) Cable (Control cable for PMU of Subm. Motor)
10Triad x 1.0 sq.mm. individual triad and overall shielded with aluminum mylar tape Signal Cable for Winding temperature & Bearing temperature sensing of motor. (Control cable for Subm. Motor)
Cable Trays & Accessories: Supply & laying GI ladder type cable trays fabricated from 2 mm thick sheet steel in standard length of 2.5 meter, duty hot dipped galvanized after fabrication as per IS 2629-1989/ IS 4759-1984 including accessories such as coupler plates/ fish plates, bends, tees, reducers, elbows, cover and electro-galvanized hardware etc. erected on existing support as per specification and instruction of engineer in charge. 750 x 100 x 2.0 mm Thik
450 x 100 x 2.0 mm Thik
300 x 100 x 2.0 mm Thik
150 x 75 x 2.0 mm Thik
Supply & laying GI perforated type cable trays returned edge/flange, fabricated from 2.00 mm thick sheet steel in the standard length of 2.5 mtrs. Duty hot dipped galvanized after fabrication as per IS 2629-1989/IS 4759-4984 including accessories such as coupler plates/fish plates, bends, tees, reducers, elbows, covers and electro-galvanized hardware etc., erected on existing support as per specification and instruction of engineer in charge. 150(W) X 35(H) X 2.0 mm Thick
Cable Trench, & Installation of Cable: Making cable trench in soft soil of suitable width and of depth (minimum 750mm depth (LT) & 1000mm for HT) for laying cable, all over the run and back filling the same and making the surface as normal ground as per IS & Ternder Specification/Drg. (For laying of HT/LT cable)
Cable Protection/ Covering in Trench: Cable Covering with second class bricks or cement tiles laid cover the cable (top) & also on both side with sand bedding/cusioning of 75mm.& covering of 150mm Layer of sand above cable (16 bricks per meter.) as per IS & Tender Drg/ Specification. (For HT/LT cable trench ) complete in all respects as instructed by EIC.
CHEMICAL EARTHING SYSTEM SITC of chemical earthing with earthpit of minimum bore size dia. 225mm Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS-3043:1987 made of corrosion free G.I. Pipes having Outer pipe dia of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250 Micron galvanising or copper coated solid steel road / flat strip type connection terminal 14mm dia with constant ohmic value surrounded by highly conductive corrosion resistant chemical compound with high charge dissipation suitable for electrical installation covering HT Panel, Transformer Neutrals, Lightning arrester Earthing, A.C. Plant & Sensitive computer system (like Automation, SCADA) & of 3Mtr. length of Pipe with two nos. 25Kg. bag of Back filling compound. (2nos. DG set, ICP panel ) NOTE: Earthing Resistance value & date shall be painted on the chamber cover.
SITC of chemical earthing with earthpit of minimum bore size dia. 225mm Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS-3043:1987 made of corrosion free G.I. Pipes having Outer pipe dia of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250 Micron galvanising or copper coated solid steel road / flat strip type connection terminal 14mm dia with constant ohmic value surrounded by highly conductive corrosion resistant chemical compound with high charge dissipation suitable for electrical installation of 11 kV & 440V of 2Mtr. length of Pipe with one no. 25Kg. bag of Back filling compound. ( 2 nos. for transformer, 2nos. DG set, PMCC & all elect. Equipments) NOTE: Earthing Resistance value & date shall be painted on the chamber cover.
INTERNAL WIRING SITC of Mains & outlet points wiring with 1.1 kV grade FRLS PVC insulated ISI marked flexible stranded copper conductor wires with medium class min. 25mm. dia. Rigid PVC pipe and accessories to be erected concealed in / to be run on surface / wall / ceiling with following sizes as mentioned below. The unit rate wirings shall be with connector, PVC junction box, wires, holder, ceiling rose, angle holder, switch, sockets, switch board, brass chromium / cadmium plated machine screws, phase and neutral wires, green Earth continuity wires etc. as required to complete wiring from LDB panel to the final outlet termination points. The wiring shall be as per IS:732, IS:4648 and as per tender specification / IS. (a) SITC of Mains wiring with 3 wire 1.5 sq.mm.
(b) SITC of Mains wiring with 3 wire 2.5 sq.mm
(c) SITC of Mains wiring with 4 wire 1.5 sq.mm
(d) SITC of Mains wiring with 4 wire 2.5 sq.mm
Point wiring for Light / Bell with 2-1.5 sq.mm & earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires, in following type of pipe to be erected concealed in/ on surface on wall/ceiling complete with 6A Modular type switch / bell push & accessories and earth continuity of following type, erected on PVC / Metallic box, single mounting base frame covered with textured/metallic front plate modules erected on / in wall / ceiling as per pipe erected, with necessary Lamp holder/ceiling rose / H.D.Connector as directed. (a) with medium class Rigid PVC pipe and accessories
SITC of 6A independent Plug with 2nos. 1.5 sq.mm Cu. Mains size wiring & earthwire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires with medium class Rigid PVC pipe and accessories to be erected on wall / ceiling, complete with ISI marked 3 / 5 Pin socket and tissino type switch erected with earth continuity connection erected on Metal / PVC box covered with 3 mm thick PC(Polycarbonet) / Acrylic sheet. (3 nos. at Pump House & 2 Nos at PMCC Room)
SITC of 6/16A independent Plug with 2nos. 4 sq.mm Cu. Mains size wiring & earthwire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires with medium class Rigid PVC pipe and accessories to be erected on wall / ceiling, complete with ISI marked 3 / 5 Pin socket and tissino type switch erected with earth continuity connection erected on Metal / PVC box covered with 3 mm thick PC(Polycarbonet) / Acrylic sheet. (2 nos. Pump House, 2 Nos PMCC Room)
Point wiring for Individual Plug with & earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires, in following type of to be erected concealed in / on surface of wall / ceiling complete with Modular type switch & 5 pin Plug erected on PVC / Metallic box covered with appropriate front plate modules erected on / in wall / ceiling as per pipe erected with following type of accessories. For 2-4 sq. mm Cu. Mains with medium class Rigid PVC pipe and accessories
SITC of One 16A independent Plug point for 300/380 mm dia, Ex. Fan with 2nos. 4 sq.mm Cu. Mains size wiring & earthwire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires with medium class Rigid PVC pipe and accessories to be erected on wall / ceiling, complete with ISI marked 3Pin socket and tissino type switch erected with earth continuity connection erected on Metal / PVC box covered with 3 mm thick PC(Polycarbonet) / Acrylic sheet. Plug point shall be near Ex.Fan.(For 4nos. Pump House, 2 Nos PMCC room)
SITC of Single Phase 20A 3 Pin Matal clad Industrial Type Socket with plug top and 20A SPMCB, suitable for flush mounting, in 16 SWG MS box of suitable size and covered with 3 mm thick electrical grade hylam sheet or eqivalent ISI marked Electrical grade bakelite sheet and earthing with 2.5 sq.mm insulated copper wire run inside the conduit including interconnections etc. complete as required. (2 no.PMCC Room & 2 Nos. pump House)
SITC of Sheets steel powder coated weather proof enclosure suitable for as well as with incorporating One no. 32A, 415V MCB Four Pole for Motor & Inductive load (C Curve) having 10 KA breaking capacity & confirms to IS: 8828. (For 1no. Pump House, 1 No PMCC Room, For Elect. Hoist at Pump House & other Hoist)
LED LIGHT FIXTURES SITC of Indoor wall mounting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS: 513/CRCA polyester powder coated and high U.V. & corrosion resistance with diffuser and/or Polycarbonate optics with company mark/name 120 to 300 V,Power Factor more than 0.9, THD < 10 %, CCT 4000 K to 6500K, Uniformity ratio >0.7, Luminaire efficacy> 85 lumens/watt , LED driver efficiency > 85 % (Each fitting required LM-79 & LM-80 Certificates) 20Watt or up to 25% higher wattage Tube Light with integral / non-integral driver, Surge-4KV,IP-20, 4 feet, Cat-III (For 5 nos. PMCC Room, 5 nos. pump house, 2 nos. operator/administration room)
3 watts LED Lamps integral type,cool white with PC diffuser suitable for B22 LAMP holder (2 nos. On Outdoor wall of PMCC Room, Pump Room & operator/ Administrator room)
SITC of 40W LED Surface / Wall mounted LED Flood Light fittings with High power White LEDs wattage of 1Watt and above assembled on single MCPCB,efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycar bonate optics / lenses with company mark/name engraved or embossed 120 to 300 V,Power Factor more than 0.95, THD < 10 %, CCT 5000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy> 85 lumens/watt, LED driver efficiency > 85 %.( Each fittings required LM-79 & LM-80 certificates)(IP-65), Surge -4KV Cat- III
SITC of 'B' class galvanised iron pipe 32 mm outside dia 45 cms long duly welded on 20 cms x 20 cms x 3 mm thick M.S. base plate, erected on wall or corner for mounting luminaire with necessary hardware materials duly painted for wall mounting indoor & outdoor flood light fixtures on Wall of Buildings.
1200mm sweep ceiling fan, capacitor type, having double ball bearing 450mm down rod, canopies, shackle, rubber bush, blades, electronic speed regulator, suitable to operate on 230V,50Hz AC supply conforming to IS: 374/1979.Fan shall be painted with white colour.(1no. PMCC Room & 1 No. operator/ Administrator room)
380mm sweep 1400 R.P.M exhaust fan, capacitor type, having double ball bearing, M.S.blades, mounting frame, forearms, suitable to operate on 230V,50 HZ AC supply conforming to IS: 2312.Fan shall be painted with epoxy grey colour controlled by one 6 A flush type switch on board and 6A plug point near Ex. fan. (For 2 nos. Pump house, 2 Nos LT Room)
SITC of 8 mtr Chatsworth Pole having Cast iorn Decorative base and pipe dia of 165 mm OD & 1 mtr long with decorative cast iorn reducer jointing with 89 mm OD Straight Pipe with Ornamental Cast Iorn Pipe. Pol shall be mounted on square base plate 280*280*14 mm thickness suitable for mounting on 4 nos. foundation bolts
Decorative Fixture 90W Mounting on 8 mtr height With 0 degree inclination presented with road lightening design report and IES file of the luminaire system life of 50000 burning hours with 70% of initial lumens maintained.Luminaire is suitable for operating temperature (Ta) from -20 to 50c. Driver can withstand 320 Supply, erection, testing & commissioning of 320 V AC for 2hours. Watt: 90 W
Decorative single Arm Cascade bracket with 940 mm height mounted on Pole. Decorative single arm bracket of 1 mt single side as per EN 40 standard, hot dip galvanized as per EN-40 standard, hot dip galvanized as per ASTM A123, with minimum average GI Coating of 65 micron. PU painted with DFT of 70 micron using with high quality paint and primer. Bracket weight should not be lesser than 14 kg and bracket is painted with high quality Marine grade paint.
Providing M-20/1:2:4 cement concrete foundation & 70% PCC from bottom including excavation for the pole with 60 x 60 x 120 cms. Deep in below ground level plinth of 45cms x 45cms (or 45 cms dia x 45 cms) high upper ground level with necessary curing and finishing in approved manner.
Supply & fixing of EN-grade foundation bolt M20 x 600mm long.(4 Nos.)
Supplying and erecting MINI SECTION PILLAR 75 x 60 x 45 cms. fabricated from 16 Gauge. Including al Acessories
Terminal board of size 5.0 x 127 x 152.4mm. bakelite sheet with 15Amp. kitkat pattern porcelain fuse unit with suitable brass studs with nuts, washers and clamps of size 25mm x 3mm suitable for. Pole
SITC of M-20 / 1:2:4 cement concrete foundation & 70 % PCC from bottom including excavation for the pole of size 60 x 60 x 120 cms. Deep in below ground level with plinth of 45 cms x 45 cms(or 45 cms dia x 45 cms) high upper ground level with necessary curing and finishing in approved manner.
SITC of Water tight M.S.Box of size 20 x 15 x 15 cms. to erect suitable kitkat fuse / MCB to be . erected on polished wooden board inside the box with hinged/sliding door with rubber rings and erected on pole with suitable pole clamp, all duly painted with one coat of red oxide and two coats of paints and with 1no. 6A SP 'D' curve MCB.
SITC of cable clamp of 25 mm X 3 mm M.S. flat suitable for fixing 2nos.of armoured st. light cable with nuts and bolts for 140 mm diameter pole.
SITC of 50mm Dia. 'B' class, Galvanised iron pipe having smooth finished bore of the pipe on both ends erected nuts and bolts along the st. light pole / wall shaping the pipe for st. light pole cable as per site requirement. (1.5mt. Each piece x 10nos. = 15mt.)
Painting of 8 mtr. street light pole with bracket complete with two coats of Aluminium paint as per specification & tender.
SITC of 40watt, Cat-III Post Top Lantern LED fitting comprises of 650 MM TOP Diameter, 120 degree beam angle with 3 Nos. Supporting Ribs and with 0.5mt. G.I. fitting pipe (for Gate light)
Painting of pipe Bracket for Indoor & Outdoor Wall Mounting Fixture & Post Top Lantern complete with prima with two coats of Aluminium paint.
Earthing & Lightning Protection System: S.I.T.C. of earth pit of minimum bore dia 150 mm size aproved make Safe Earthing Electrode consisting pipe-in pipe Technology made of corrosion free GI Pipe having outer pipe dia of 50 mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising connection terminal dia. of 12 mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications. For Electrical installation coveringTransformer Neutrals(if any), lightning arrester earthing, A.C. plant & sensitive computer system i.e. independent earthing in normal soil with Length of Pipe 3.00 mtr. & Back filling compound - 2 No. Bag of 25Kg each.
Providing and Erecting required size of GI strip for earthing of electrical equipment i.e. 11kV DP structure, Transformers body, 11kV Switchgear, Starter/ Motors, LV PMCC Panel, PDB/ LDB, Cable trays, Electrical equipments etc.
Supply, laying and erection of 40mm(w) x 6mm(T) etc. sizes Copper Strip including supply & fixing of bolts, saddles when laid inside the building and inclusive of excavation & refilling of earth when laid outside the building & interconnection with earth pit & Tr. nutral. Copper Bolt,Nuts ,Washers shall be used for Connecting Earth electrode to individual eqp. Bitumen shall be used at the place of joint/welding
Providing & erecting Hot dip Galvanisied strip/ iron wire 8 to 16 SWG for Aux. DB, Outdoor Lighting Poles & LPBS etc.
SITC of Providing & erecting approved make AMF control panel suitable for above size of 3 phase, 415 V., 50 cycles, A.C. diesel generating set complete of scope as detailed below: 1) Power module: A pair of electromechanically interlocked contactors (for mains & generator) Overload relay for generator contactor Neutral contactor for mains and generator Power socket for connections. 2) Control and metering module: Line voltage monitor. Generator voltage monitor Ammeter 3 items attempt start facility. Air circuit breakers/MCB/MCCB of suitable rating for auto/manual operation. Auto/manual switch. Emergency stop push buttons. Manual start push button. frequency meter. Engine hour meter. Two earthing studs. 3) Protection module: The engine shutdown in the unlikely event of Low lube oil pressure High cylinder head temperature. V belt failure. 4) Indicators with alarm Load on generator. 5) Indicators Load on mains Engine fails to start . Emergency stop battery charger.50 kva
AMF Control Panel Providing & erecting approved make AMF control panel suitable for following size of 3 phase, 415 V., 50 cycles, A.C. diesel generating set complete of scope as detailed below: 1) Power module: A pair of electromechanically interlocked contactors (for mains & generator) Overload relay for generator contactor Neutral contactor for mains and generator Power socket for connections. 2) Control and metering module: Line voltage monitor. Generator voltage monitor Ammeter 3 items attempt start facility. Air circuit breakers/MCB/MCCB of suitable rating for auto/manual operation. Auto/manual switch. Emergency stop push buttons. Manual start push button. frequency meter. Engine hour meter. Two earthing studs. 3) Protection module: The engine shutdown in the unlikely event of Low lube oil pressure High cylinder head temperature. V belt failure. 4) Indicators with alarm Load on generator. 5) Indicators Load on mains Engine fails to start . Emergency stop battery charger. The AMF Panel of following capacity AMF Control Panel for 250 KVA 3 phase DG Set
ATS Panel for 15/20 25 kva 3 phase DG set
SITC of Acoustic enclosure (Canopy) made out of 18 SWG, CRCA Sheet, Sound absorbing matewrial Rockwood of 64 density & 100 mm thick conforming ti IS:8183. The resin boinded Rockwood covered from inside level not more than 75 dB at a distance of 1 mtr, as PVCT norms, on provided foundation suitable for 50 kVA D.G set.
SITC of Acoustic enclosure (Canopy) made out of 18 SWG, CRCA Sheet, Sound absorbing matewrial Rockwood of 64 density & 100 mm thick conforming ti IS:8183. The resin boinded Rockwood covered from inside level not more than 75 dB at a distance of 1 mtr, as PVCT norms, on provided foundation suitable for 15 kVA D.G set.
Acoustic enclosure (Canopy) Supplying and erecting Acoustic enclosure (canopy) made out of 18 SWG, CRCA Sheet, sound absorbing material Rockwool of 64 density & 100 mm thick conforming to IS:8183 The resin bonded Rockwool covered from inside level not more than 75 dB at a distance of 1 mtr, as PVCT norms , on provided foundation suitable for following size of DG Set. The enclosures for following capacity of 250 kva DG sets.
Fire & Safety Equipments: Design, supply, erection, testing and commissioning of safety accessories for all electrical equipment/ system. (a) Supply 6.00 mm thick Rubber Mat for LV of required length and breath.- 20 Sq.Mtr (b) Providing printed Instruction Chart both in English and Gujarati and duly framed with front glasses for treatment of person suffering fron electric shock.- 2 Nos. (c) Supplying standard First Aid Box with all the standard contents- 2 Nos. (d) Fire Extinguisher (CO2 Type-4.5 kg)- 2 Nos. (e) Pair of Rubber hand gloves - 2 Nos. (f) Fire Bucket with 9 Litre Capacity - 2 Nos. & Floor Mounting Fire Bucket Stand - 1 No.
Supply and fixing of 20 W fluorescent lamp operated emergency light with maintenance free battery for 3 hours operation during mains power failure. (for 1no. PMCC Room )
Providing, Supply of Structure Steel at site of work with freight, loading, unloading carting, etc. including all taxes and duties complete such as joints, channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates (below 10mm thickness) for cable trench etc. required for support structure of all Electro-mechanical equipment, piping, etc. for support on floor / wall / beam / brackets etc. as per tender and IS.
Labour Charges for lowering, laying, Fixing with fabrication various size section of MS such as joints, channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates, for cable trench etc Complete with two coats of primer and two coats of approved colour shade of epoxy paint as per relevant IS and as per specification.
Liasoning Charges for obtaining N.O.C from Electrical Inspector / Statutory authority for upgradation of Power / Ele. Installation. (Fees shall be paid by tenderer for obtaining N.O.C. from Electrical Inspector / Statutory authority on behalf of client and shall be reimbursed on submission of orignial receipt to Client). Liasoning Charges shall include preparing required attasted documents & drawing for obtaining NOC on behalf of client as well as Security deposit, Fixed charges & agreement if any.
PRESSURE MEASURING SYSTEM Supply, installation, testing & commissioning of Diaphgram type Pressure Guage glycerene filled having 150 mm dial with necessary fittings/accessories (Manifold valve, nipples, etc. shall be in SS 316 only) as per specifications & complete in all respects. (Pump delivery). Range : 0 - 6 kg / sq.cm
Supply, installation, testing and commissioning of Differential Ultrasonic Level Transmitter ( 1 Tx. + 2 Sensor per set) along with all mounting accessories, hardware, etc. and having following measurement ranges for liquid (Sewage) application: Meas. Range: upto 10 mtr. (Across mechanical and manual coarse screen)
Ultrasonic Type Level Transmitter with Remote Display : Design, Supply, Installation, Testing and Commissioning of Non Contact Ultrasonic type Level Transmitter with integral Display, sensor with head mounted transmitter. The sensor should be non contact type, field mounting type, housing shall have minimum IP65 protection, PP/PVC sensor MOC, Microprocessor beasd indicator with LED/LCD digital, panel/wall mounting type power supply shall be 100-240 Vac or 15 to 36 Vdc, 50 Hz ± 10 %. Accesories: mounting bracket nut, bolts etc as pe system requirement and hook up diagram of the instruments. Level transmitter shall be suitable for follwing range. 0 to 10 meter (Wet well)
Float type Level Switch Supply, installation, testing and commissioning of Float type Level Switch along with 15 mtr. Cable and WP Junction Box (at Upstream of Screen for high level alarm and wet well for Dry run Protection of Pump) complete in all respects and as per specification.
Full bore electromagnetic flow meter - inbuilt battery power operated(PN 1.0) Design, supply, Installation, Testing, Commissioning of Full-Bore Electromagnetic flow meter with factory calibration, Inbuilt battery power operated flanged connection, flow sensor, indicator, transmitter and totalizer with all accessories viz. surge arrestor, associated cable, cabinets, hardwares etc. complete as per following specifications. (I) Flow meter sensor: DC pulsed type, IP 68 protection, flanged process connection ass per IS 1538 or equivalent standard, SS304/Metallic, Alloy Flow Tube, SS315/SS316L/Hastelloy Grounding Ring/ Inbuilt Grounding Electrode, Neoprene/ Polyurethane/Hard Rubber/ Rilsan lining, SS304/Die Cast Aluminum/ carbon steel with anticorrosive paint coil housing with junction box, CS flanges. (II) Flow Transmitter/Converter (remote Field Mounted): Microprocessor based, modular design, 2 line LCD for indication of actual flow rate , forward, reverse, sum totalizer display. ± 0.5% accuracy at 0.3 to 4 m/sec velocity. One scalable pulse/one status, one Modbus output, one GPRF/GSM output, IP 67 protection Die cast aluminum/polycarbonate/SS316 with anticorrosive paint/PU finish with glass window enclosure, inbuilt EEPROM and data logger, 20 meter cable length for sensor to transmitter communication, minimum 5 years battery lifetime, 3.6 VDC non rechargeable lithium-thionyl chloride/Ni-Cd high power batteries. Hourly worldwide transmission of measured data and events via e-mail and SMS by integrated GSM/GPRS modem, Reliable data storage facility through integrated SD card etc along with wall mounted stand mounted cabinet. The scope shall also include necessary cutting, welding of pipe line. Providing matching/ required size CI/ DI/ MS flanges duly welded , Double flanged CI/DI/ MS Reducer as required. Pipe Size: 600 mm Flow meter size: 600 mm
Full bore Electro Magnetic flow meter - (PN 1.0) Supply, installation, testing and commissioning of remote type Full Bore Electromagnetic flow meter comprising of IP-68 Sensor SS304/ Metallic Alloy Flow Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy Grounding Ring/ Inbuilt Grounding Electrode, Neoprene/ Polyurethane/ Hard Rubber/ Rilsan lining, SS304/ Die Cast Aluminium/ Carbon steel with Anticorrosive Paint Coil Housing with Junction Box, CS flanges. Flow Transmitter: Microprocessor based, Modular design, 2 line LCD for indication of actual flow rate, forward, reverse, sum totaliser display, ±0.5% accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with HART/Modbus output, one scalable pulse, one status output, IP 67 protection, Die cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt EEPROM and Data Logger, 20 meters cable length for sensor to transmitter communication etc. alongwith wall mounted/ stand mounted cabinet. Panel mounted flow indicator cum Totalizer along with all mounting accessories, hardware, etc. complete in all respect and as per specs and shall have following size measurement range. The scope also includes necessary connection with header pipe. Pipe Size: 400 mm Flowmeter Size: 400 mm
Full bore Electro Magnetic flow meter - (PN 1.0) Supply, installation, testing and commissioning of remote type Full Bore Electromagnetic flow meter comprising of IP-68 Sensor SS304/ Metallic Alloy Flow Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy Grounding Ring/ Inbuilt Grounding Electrode, Neoprene/ Polyurethane/ Hard Rubber/ Rilsan lining, SS304/ Die Cast Aluminium/ Carbon steel with Anticorrosive Paint Coil Housing with Junction Box, CS flanges. Flow Transmitter: Microprocessor based, Modular design, 2 line LCD for indication of actual flow rate, forward, reverse, sum totaliser display, ±0.5% accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with HART/Modbus output, one scalable pulse, one status output, IP 67 protection, Die cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt EEPROM and Data Logger, 20 meters cable length for sensor to transmitter communication etc. alongwith wall mounted/ stand mounted cabinet. Panel mounted flow indicator cum Totalizer along with all mounting accessories, hardware, etc. complete in all respect and as per specs and shall have following size measurement range. The scope also includes necessary connection with header pipe. Pipe Size: 150 mm Flowmeter Size: 150 mm
ICP CUBICLE - PLC SCADA SYSTEM Supply, Installation, Testing & Commissioning of Programmable Logic Controllers along with SCADA, 1 no. 21 " PC, SCADA software licensen (Runtime), 4G or Latest GPRS Modem with SIM Card for remote data transmission to STP , Reporting software, Instrument Control Panel (PLC Enclosure / Panel ) with necessary PLC based logic and wiring , Min. 1 kVA UPS C (with minimum 30 min backup alongwith filter for harmonic, suitable rating SMF batteries alongwith battery charger, cabling between UPS and battery and having minimum IO' are 110 DI / 50DO / 10AI / 10 AO . FOR 400 MM
ICP CUBICLE - PLC SCADA SYSTEM Supply, Installation, Testing & Commissioning of Programmable Logic Controllers along with SCADA, 1 no. 21 " PC, SCADA software licensen (Runtime), 4G or Latest GPRS Modem with SIM Card for remote data transmission to STP , Reporting software, Instrument Control Panel (PLC Enclosure / Panel ) with necessary PLC based logic and wiring , Min. 1 kVA UPS C (with minimum 30 min backup alongwith filter for harmonic, suitable rating SMF batteries alongwith battery charger, cabling between UPS and battery and having minimum IO' are 10 DI / 10DO / 10AI / 10 AO . FOR 150 MM
CCTV Surveillance System SITC of CCTV Surveillance System for monitoring inside and outside of pumping station premises in the panel room including 4 nos. fixed bullet IR outdoor type IP ( Internet Protocol) camera, IP based (IP-65 or better protection class), Resolution 1080p, 2 Megapixel, 3.6/6 mm lens (Outdoor / Indoor Use, Outdoor Type, 8 Ch.NVR along with 2 TB HDD / storage system, Min 4 port Router with min. 2 mbps upload speed broadband connection for remote data transmission of all CCTV systems / camera data to VMC Central Monitoring Station of VMC with real time data viewing, min. 32" LED TV for local viewing, MS clamp for bullet camera and accessories, Power Supply, Cat 6 cable of required pairs, Patch cords and connectors / panel as required, other communication cables as required, 25mm PVC conduit with accessories for wiring/cabling as required, fitting, accessories etc. and as per specifications. The scope shall include all required items and accessories to complete the work.
Supply of Portable Multi-Gas Monitor with all accessories, hardware, etc.
INSTRUMENT CABLE & ACCESSORIES Supply, Laying, Installation, Connection, Termination, Testing & Commissioning of Instrument Cables, along with cable glands, lugs, cable trays, required junction boxes, fittings and accessories as per specs. The unit rate shall include POWER CABLE 3C x 1.5sq.mm
CONTROL CABLE 2C x 1.5sq.mm.
SIGNAL CABLE 1P x 1.5sq.mm.
INSTRUMENT CABLE TRAY G.I. Perorated type cable tray shall be made out of galvanized mild steel sheets of 2.5 mm thickness with required accessories. All material shall be Hot dip galvanised as per IS (816 g/m2) as mentioned in specification and tray hardware shall be in GI. 50 x 25 mm - Perforated type
CABLE END TERMINATION AND CONNECTION Supply, fixing, connection, testing and commissioning of double compression brass cable glands and crimping type Bimetallic lugs / sockets with necessary tools and equipments as specified in specifications and IS complete in all respects. The glands and lugs / sockets shall be suitable for cable size and type mentioned above. The job also includes earthing the glands and armour of the cable with common earth bar or flexible copper mesh as applicable. POWER CABLE 3C x 1.5 sq. mm
CONTROL CABLE 2C x 1.5sq.mm
SIGNAL CABLE 1P x 1.5sq.mm.
PART-A Providing and Supplying Providing and Supplying of ISI mark CI D/F Sluice Valves as per IS:14846 (Latest Edition) of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (1) 50 mm dia PN-1 With hand wheel /cap operated (PD type short body)
(2) 80 mm dia PN-1 With hand wheel /cap operated (PD type short body)
(3) 100 mm dia PN-1 With hand wheel /cap operated (PD type short body)
(4) 150 mm dia PN-1 With hand wheel /cap operated (PD type short body)
(5) 200 mm dia PN-1 With hand wheel /cap operated (PD type short body)
(6) 250 mm dia PN-1 With hand wheel /cap operated (PD type short body)
(7) 300 mm dia PN-1 With hand wheel /cap operated (PD type short body)
(8) 450 mm dia PN-1 With hand wheel /cap operated (PD type short body)
(9) 600 mm dia PN-1 with gear operated (Alt -1 type long body )
Providing and Supplying of C. I. Air valves of approved make & quality of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Kinetic Air Valve (DK) (1) 50 mm dia
(2) 80 mm dia
(3) 100 mm dia
(4) 150 mm dia
Providing and Supplying of ISI mark CI D/F Sluice Valves for Scour Valve as per IS:14846 (Latest Edition) of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. PN-1 With hand wheel /cap operated (PD type short body) (1) 100 mm dia
(2) 150 mm dia
(3) 250 mm dia
(4) 350 mm dia
Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other specials as per BS-EN-545/1995 Class-A series K12 suitable for use with D.I. Pipes manufactured as per IS:8329/1994delivery of specials is to be made to GWSSB store or site of works any where in Gujarat including all taxes, loading, unloading, carting, stacking, insurance, inspection charges, octroi etc. complete. Socket & Spigot Type 350 mm & Above
Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other specials as per BS-EN-545/1995 Class-A series K12 suitable for use with D.I. Pipes manufactured as per IS:8329/1994delivery of specials is to be made to GWSSB store or site of works any where in Gujarat including all taxes, loading, unloading, carting, stacking, insurance, inspection charges, octroi etc. complete. Flanged ended 350 mm & Above
Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other specials as per BS-EN-545/1995 Class-A series K12 suitable for use with D.I. Pipes manufactured as per IS:8329/1994delivery of specials is to be made to GWSSB store or site of works any where in Gujarat including all taxes, loading, unloading, carting, stacking, insurance, inspection charges, octroi etc. complete. Socket & Spigot Type 80 To 300 mm
Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other specials as per BS-EN-545/1995 Class-A series K12 suitable for use with D.I. Pipes manufactured as per IS:8329/1994delivery of specials is to be made to GWSSB store or site of works any where in Gujarat including all taxes, loading, unloading, carting, stacking, insurance, inspection charges, octroi etc. complete. Flanged ended 80 To 300 mm
Providing and Supplying D. I. K-9 grade pipes for following nominal bore diameter with internal cement mortar lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS 8329-2000). (1) 80 mm Dia
(2) 100 mm Dia
(3) 150 mm dia
(4) 200 mm dia
(5) 250 mm Dia
(6) 300 mm dia
(7) 350 mm Dia
(8) 450 mm dia
(9) 600 mm dia
Excavation for pipeline trenches for water supply, sewerage line, machinehole etc. all with shoring and struting if required as per required gradient and line including safety provision using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. Metalled Road
Excavation in bitumious road as pee required gradient and line including safety provision using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. compelete for all lifts as specified Excavation in bituminous road
Excavation for pipe line trenches for water supply, sewerage line, machinehole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum (A) depth 0.00 to 1.50 mt.
(B) depth 1.5 to 3.00 mt.
(C) depth 3.00 to 4.50 mt.
Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. (1) 50 mm dia
(2) 80 mm dia
(3) 100 mm dia
(4) 150 mm dia
(5) 200 mm dia
(6) 250 mm dia
(7) 300 mm dia
(8) 450 mm dia
(9) 600 mm dia
Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. Kinetic Air Valve (DK) (1) 50 mm dia
(2) 80 mm dia
(3) 100 mm dia
(4) 150 mm dia
Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. (1) 80 mm dia
(2) 100 mm dia
(3) 150 mm dia
(4) 250 mm dia
(5) 350 mm dia
Lowering, laying and jointing D. I. S & S Spun pipes suitable for Tyton joints / Mortar lined D. I. Pipes of various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc. comp. (1) 80 mm dia
(2) 100 mm Dia
(3) 150 mm dia
(4) 200 mm dia
(5) 250 mm Dia
(6) 300 mm dia
(7) 350 mm Dia
(8) 450 mm dia
(9) 600 mm dia
Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp. to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. consolidation curing etc. complete. Without Form Work
Providing and constructing brick work using common burnt clay Fly Ash building bricks having crushing strength not less than 35Kg/Sq.cm. in foundation and plinth incl. racking out joints, watering etc. as directed in CM 1:6 (1 Cement:6 corse sand)
Providing and constructing brick work using common burnt clay conventional building bricks having crushing strength not less than 35Kg/Sq.cm. in foundation and plinth incl. racking out joints, watering etc. as directed in CM 1:6 (1 Cement:6 corse sand)
Providing & Applying 15 mm thick plaster in single coat on brick/concrete walls similar surfaces for plastering & finished even & smooth with a floating coat of cement slurry mixed with admixture of lime or neeru in required proportion etc. comp. in C.M. 1:3 (1 Cement: 3 sand)
Providing and casting in situ C.C. in grade M-20 (proportions as per mix design or as per table9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering/deshuttering etc. (for Sluice valve, Scour valve and Air Valves)
Supplying cutting, bending, binding and placing in position steel as per plan and design and as per ISS 2502 including cost of steel and binding wire for reservoirs/structures only including lift up to 6 meter height or depth below G.L. for all diameters Do-Thermo mechanically treated (TMT) bars Fe-500 grade for all diameters (with epoxy coating)
RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc. (a) Heavy duty Frame
(b) Heavy duty Cover
Providing CI steps in masonary of 4.5 kg weight in C.M. 1:3 including necessary CC for jointing etc complete during progress of the work.
Fixing CI steps in masonary in C.M. 1:3 including necessary CC for jointing etc complete during progress of the work.
Cutting the C.I/D.I. Pipe in pieces as necessary for fitting the special like Tee, bend etc. complete.Pipe thickness up to 10mm (1) 80 mm dia
(2) 100 mm Dia
(3) 150 mm dia
(4) 200 mm dia
(5) 250 mm Dia
(6) 300 mm dia
(7) 350 mm Dia
(8) 450 mm dia
(9) 600 mm dia
Providing & fabricating the clamping arrangement for caps, plugs at the open end of the pipe line inclg. necessary excavation dewatering if any, welding, fabrication, nuts, bolts etc comp. as per engineer in charge.
Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, form work, needle vibrated consolidation, curing comp. up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering/deshuttering etc. comp. for the thrust block inclg. cost of form work.
Dewatering by pumping set of required capacity including temporary platform carting pumping at site and fixing the same in position including all accessories, and fuel and labour etc. complete.
Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within a radius of 3 km. Refilling as directed
Demolition/Dismentalling RCC work or masonary work or removing of paver block flooring in any part inculuding stacking of serviceable/useful material and disposal of unserviceable material with all lead and lift. (a) Brick masonary work/Paver block
(b) RCC work
(c) Unreinforce c.c.
Drilling of various dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with requried length incl fixing of various dia M.S/RCC/DICL casing pipe with pushing etc complete various size of pipe for various dia watermain Without Water main 500 mm dia 8 mm thickness
800 mm dia 12 mm thickness
1200 mm dia 16 mm thickness
Road Restoration work (a)Box cutting the road surface to proper slop and camber for raod work, lime flyash stabilization with lime @ 10kg/sqmtr.+ flyash@50kg/sqmtr. And mixing with disc harrowing, Granular Sub Base (drainage layer) conforming to grading V of Table 400-1 of compacted thickness of 150 mmrolling and compactiion of subgrade, Wet Mix Macadam with paver finisher in specified thickness, each layer not exceeding 150 mm compacted thickness including premixing in WMM plant, Prime coat SS-I bitumen emulsion @ 0.85kg per sq.mtr. & RS-I bitumen imulsion @ 0.27kg per sq.mtr.,Tack Coat RS-0.25 Kg per sq.m. DENSE GRADED BITUMINOUS MACADAM as per gradation and bitumen for mixing shall be as arrived from mix design, provided in no case it shall be less than 4.0% by wt.,using aggregates as per gradation and percentage of bitumen for mixing shall be as arrived from mix design, spreading ston dust, preparing suraface and scarifying the surface.
Providing & fixing interlocking type Cement Concrete paver block of approved shape & design having 80 mm thickness (M-50) purchased from SMC's approved paverblock manufacturer only on Granular Sub Base (drainage layer) conforming to Grading II of Table 400.2 of compacted thickness of 150mm bedding. Item includes leveling by using vibratory plates compacted machine. Item also includes all materials, Labour, euipments, tools, plants, watering, cleaning etc. complete.
Providing and laying Granular Sub Base (drainage layer) conforming to Grading II of Table 400.2 of compacted thickness of 150mm with specification graded stone metal and sand mixed in pugmill and laid with mechanical means spreading with motor grader and compacting with vibratory roller having minimum 80-100KN static weight to achieve desired density of 98% o MDD including all material, labour, machinery with all leads and lifts ec. complete
Providing & laying Dry Lean Concrete sub base 75 mm thick including providing coarse and ine aggregate to the specified gradation using minimum cement content 150kg/cum of concrete with OPC 43 grade cement, mixing of concrete as per approved design mix using mechanized batch mix plant of appropriate capacity, transporting and laying with self propelled paver with electronic sensor device and compacting with vibrating roller of minimum 80-100KN static weight to give desired compaced density and average compressive strength of 10MPa at 7days and curing with liquid cuing compound and sprinkling water and covering with moist hessian or ponding of water for 7days including providing construction joints, incuding all material, labur, machinery with all ledas and lifts etc. complete
Providing and laying 160 mm thick Pavement Quality Concrete of M35 grade including providing 125micron thick impermeable plastic sheet membrane ovwewr the surface to be covered, coarse and fine aggregates of specified gradation OPC 43 grade cement, approved admixture and adding Recron 3S or equivalent fibers @ 0.25% by weight of cementations material mixed and supplied by standard RMC plant or in fully automatic concrete batching plant of appropriate capacity and with comnputerized controls as per the design mix to the the specified workability, transpirting the mix with dumpers or transit mixers and laying with channel section of required thickness byfix form/manually with all vibratory equipments, curig with approved resin based aluminized reflective curing comound and covering with moist hessian and ponding and sprinkling of water for a minimum period of 14days and including, aproved liquid seals of either polysulphide/olyrethene for joint filling and sealing all types of joints and finishing to the desired surface texture including all material, labour, machinery, formwork with all leads and lifts etc. complete
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. [M.R]
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).
Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum (A) Upto 1.5 Mt. dpt.from G.L.
(B) 1.5 Mt. TO 3.00 Mt. Depth
(C) 3.0 Mt TO 4.50 Mt depth
Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum (A) Upto 1.5 Mt. dpt.from G.L.
(B) 1.5 Mt. TO 3.00 Mt. Depth
(C) 3.0 Mt TO 4.50 Mt depth
Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum (A) Upto 1.5 Mt. dpt.from G.L.
(B) 1.5 Mt. TO 3.00 Mt. Depth
(C) 3.0 Mt TO 4.50 Mt depth
Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum (A) Upto 1.5 Mt. dpt.from G.L.
(B) 1.5 Mt. TO 3.00 Mt. Depth
(C) 3.0 Mt TO 4.50 Mt depth
Providing badding including ramming, watering, levelling consolidating etc. complete as per standard and instruction of Engineer In Charge As abve with required quality sand bought from outside including all lead
Providing and supplying ISI Standard R.C.C. pipes in standard lengths of following class and diameter suitable for rubber ring joints including all taxes, insurance, transportation,freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below. (N1) 1000 mm dia (NP3 Class)
Lowering, laying and jointing R. C. C. pipes of following diameters in proper position, grade and alignment at all level as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code. (N1) 1000 mm dia (NP3 Class)
Providing and constructing Sewer manholes, scraper manholes and unit house connection chamber, as per the type design in brick masonary in C. M. 1:3 and outsice plastering in C. M. 1:3 necessary coping in R.C.C.M. 200 fixing C. I. steps and fixing manhole frame and covers (But excluding supply of manhole frame and covers) over manholes and house connection chambers and fixing Manhole covers (but excluding supplying of manhole covers) over scraper manhole etc. complete, providing and fixing safety chain wherever necessary as per the stipulations in the type desing complete (excl. excavation). 2. Manhole type 'B' - Circular, having inside diameter of 1500mm for depth upto 1.50 to 4.00m (150 to 600mm dia. sewers). > Upto 1.50m depth
> Beyond 1.50m and upto 4.00m depth
Dewatering by pumping set of required capacity including temporary platform carting pumping at site and fixing the same in position including all accessories, and fuel and labour etc. complete. Pump set of Capacity
RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S.Angles or Flat, curing mold work etc. (A1) For Circular machine hole (heavy duty)(frame)
(A2) For Circular machine hole (heavy duty)(cover)
Shoring or timbering for trench with 50 mm thick planks and suitable size struts etc. complete.
Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within a radius of 3 km.
Filling in plinth with sand under floors including watering ramming, consolidating and dressing complete
Providing and Spreading and leveling as directed.(ii) Ston dust
Providing and Applying Epoxy paint with 300 micron thickness of approved make to concrete surface for RCC Pipes including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge complete. 1.For new surfaces- Two coats
Designing structurally (and aesthetically) complying provisions of relevant Indian standards and constructing RCC Elevated service Reservoir of the following capacity and height , using latest Soil Investigation Report of proposed site , Seismic zone, Wind speed Zone. Including (1) Container shape any suitable type(or as specified), (2) Staging consisting of column brace trestle / shaft / combination column- brace trestle and shaft as appropriate(or as specified) and (3) Appropriate foundation system. This includes excavation in all types of soil strata(including hard rock), casting100 mm thick P.C.C. levelling course in M-10 , Refilling the pit with proper soil and disposing of the surplus stuff at all required lead. (4) This will also include cement plaster in CM 1:2 with approved water proofing compound all over inside container (i.e. walls, base, top slab/dome bottom etc. all).(5) All types of labour & material charges of lowering , laying, erecting / hoisting & joining of pipe assembly of Inlet, Outlet, overflow, washout and bye pass arrangement as per hydraulic design are including. (6) Providing and fixing of any accessories(specified), CI Manhole frame and covers, water level indicator , lightening conductor, GI Pipe railing around walk way, at roof level, at gallery and around landing of inside shaft, Adequate cowl type ventilators or lantern type ventilator with stainless steel jali. (7) Scope of work includes constructing RCC spiral staircase with adequate tie beams,staircase footing ,Rcc chambers for valves. ventilating shaft and ventilators as well as door in shaft, SS grating to be provided to outlet pipe (inside container) for safety.(8) including providing and applying three coats of cement paint/snowcem (as specified) to the whole structure. (9) It also includes satisfactory water tightness test as per relevant I.S. Code and painting name of scheme & capacity on the tank as per direction of engineer in charge List of Indian Standards for design of ESR:. Note: The structural design of ESR shall be in accordance with provisions of relevant Indian Standards (1) I.S. 3370 part I & II 2009 or Its latest revision (1.1) I.S. 3370 part III & IV 1965 or Its latest revision (2) IS 456-2000 or Its latest revision (3) IS 11682- 1985 or Its latest revision (4) IS 1893-2002 part I to V or Its latest revision (5) IS 13920-1993, or Its latest revision (6) IS 875 part I to III,1987 or Its latest revision (7) IS 11089- 1987 or Its latest revision General specifications: (1) The Min. concrete grade for RCC shall be M :30. Proportion of concrete ingredients shall be as per Mix design using weigh batching. (2) Fe 500D with Epoxy Coating or higher grade reinforcing bars confirming to IS 1786/1139 or CRS /TMT bars shall be used as per detailed specification. (3) In case of column –brace trestle type staging having more than 6 columns internal horizontal bracing is obligatory. One bracing shall be at foundation level in case of Individual footings . (4) Min. size/ thickness of various components shall be provided as per design criteria/specifications/IS Code ( or as per std. practice). Capacity of the ESR shall be considered excluding free board. (5) Minimum dimensions specified for various components in tender data /specifications should be provided. (6) The Safe bearing capacity (SBC) /allowable pressure on soil shall be referred from latest SBC test report or tender datasheet. During execution If poor soil strata or ground water table is encountered, the SBC shall have to be re ascertained and the design should be revised accordingly. (7) Maximum spacing between horizontal bracings shall be 5 m (storey height). (8) The BB Masonry cabin with MS door shall be constructed when spiral staircase is outside the staging. (9) RCC Staircase/ MS Staircase shall be provided and fixed for access to roof when height of roof from G.L. is up to 10 m. For ESR having more than 10 m height proper RCC staircase or suitable RCC spiral staircase shall be constructed. Railing should be provided through out the staircase and around the top ring beam. (10) For ESR-having staging height more than 15 m the spiral staircase shall be provided inside the staging with effective tie beams in more than one direction. (11) Water level indictor shall be provided and fixed float type /electronic (as specified ). (12) The rate shall include providing and fixing pipes, specials, and valves required for inlet, outlet , wash out, over flow and bye pass arrangement. The scope of work includes constructing supporting RC pillars, erecting, laying ,fixing and joining pipes and specials etc up to 5m length from face of staging (outer most column). (13) DI pipes & specials shall only be used . (14) The rate shall include cost of dewatering during execution making all arrangement with any dewatering technique. (15) The structure shall be designed properly for uplift due to Ground water table specified in data or GWT encountered during execution. No extra payment shall be paid for the same. (16) Effective curing shall be carried out up to required period as per specifications. (17) Agency shall engage qualified (at least graduate)consulting engineer for designing the structure and he/she shall visit the site for guidance of work at all levels (i.e. below foundation, up to GL, above GL for all lifts up to container). (18) 75 % part rate shall be payable for Concrete, Reinforcement and Plastering items of container until satisfactory hydraulic testing for water tightness is performed. Or as per tender condition. Till then the work shall be treated as incomplete. Italva ESR of 5,00,000 lit capacity and 15 mt Height
Preparing structural design of RCC Under Ground / Partially under ground / above high ground level Reservoir of required capacity as per relevant I.S. standards and constructing the same, including excavation in all types of soil strata (including rock) including shoring strutting if required, for loose soil / to protect from collapse, casting 100 mm thick P.C.C. levelling course in M15, Refilling the pit with proper soil and disposing of the surplus stuff at all lead. Including cement plaster in CM 1:2 with approved water proofing compound to all over inside container (i.e. walls, base, top slab (Flat Type), bottom etc. all). Including all types of labour and material charges of lowering, laying, erecting / hosting and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories, CI Manhole frame and cover, water level indicator, adequate cowl type ventilators or lantern type ventilator with stainless steel jail. RCC chambers for valves. Providing and applying three coats of cement paint / snowcem to the out side face of structure. It also includes satisfactory water tightness test as per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer in charge List of Indian Standards for Design of GSR / SUMP: The structural design of GSR shall be in accordance with provisions relevant I.S standards (1) I.S. 3370 part I & II 2009 or Its latest revision (1.1) I.S. 3370 part III & IV 1965 or Its latest revision (2) I.S. 456 – 2000 or Its latest revision. (3) I.S. 1893 – 2000 – 1984 or Its latest revision. (4) I.S. 875, Part – 1 to 3, 1987 or Its latest revision. (5) Care shall be taken that no damage should occur to nearby existing structure. Compensation shall be paid for the same by agency. (6) The minimum concrete grade for RCC shall be M-30. (7) Fe 500D with Epoxy coating reinforcing bars confirming to I.S. 1786 / 1139 shall be considered in design. CRS / TMT bars shall be provided. In saline atmosphere corrosion resistance stainless steel / HCR rebar shall be provided. Any other steel can be used with approval of C.E./ in situation of non availability in market without extra cost. (8) Minimum size (or thickness) of various components shall be provided as per tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B. Minimum dimensions specified for various components in tender data / specifications shall be provided without fail. (9) The safe bearing capacity (SBC) shall be referred from SBC test report. In absence of report it shall be referred from data sheet. If poor soil is found / water table is met with during excavation SBC shall be scientifically ascertained and design shall be revise. No extra shall be paid for increase in quantity. (10) DI pipes and special shall only be used if type is not specified in tender. (11) The rate shall include cost of dewatering during excavation making all arrangement when water table meets within depth. (12) The structure shall be designed properly to resist uplift due to ground water table specified in data or actual ground water table meets with during excavation. If GWT / Uplift is mentioned in tender and during excavation it dose not meet 7.5% rate shall be reduced. (13) SS pipes railing shall be provided over sump perifery when sump height is ≥ 1.5 meter above ground level. (14.a) RCC staircase/RCC Steps should be provided from GL to sump top slab based on the height of the GSR above/below the ground. (14.b) RCC Staircase with SS railing to be provided inside reservoir container. BB Masonry staircabin to be provided to cover the same with MS safety door having locking arrangement. (15) Appearance of structure should be aesthetically good looking acceptable to authority. (16) Any change in size, shape, depth below GL, height above GL, water depth, F.B., size of member etc can be permitted in exceptional case due to site condition or hydraulic design requirement by C.E. No extra shall be paid for change. (17) Any change in data, dimensions, shape, water depth, reduction in size if permitted by competent authority and if it reduces quantity then payment shall be reduced prorate. (18)When capacity of GSR / Sump is > 20 lakh litres two or suitable compartments acceptable to executive engineer shall be designed and provided. (19)Agency shall engage qualified (at least graduate) consulting engineer for designing the structure and he / she shall visit the site for guidance of work. (20)75% part rate shall be payable for concrete, reinforcement and plastering items of container until satisfactory hydraulic testing for water tightness is performed as per tender condition. Till the work shall be treated as incomplete. Above conditions / general specifications Sr. No. 1 to 20 are part and parcel of tender (contact) and prevail over other provisions in tender. Rectangular Sump with Water Table Sump of 20,00,000 lit capacity
Designing (aesthetically) and constructing R.C.C frame structure of pump room with positive suction / Negative suction Upto 6.00 M (Plinth Level to Top slab Beam bottom) Note:- 1) Minimum 15 % opening for ventilation should be provided. 2) Pump room rolling shutter, door and windows of aluminium section and window grill of iron should be provided (Included in Cost). 3) Plinth level of Pump house should be min.1 meter above GL. 4) Cost does not include foundation for pumping machinery.
Sewage Treatment Plant: Design, supply, construction, installation, testing and commissioning of sewage treatment plant based on open technology with Biological Nutrient Removal (BNR) with MCC panel room, DG set and all civil, electrical, mechanical, piping, instrumentation, 200 kwp solar power plant, storm drainage network and other ancillary works including Boring for water supply, toilet block, internal roads, Admin building, Garden in STP Compund with three months trial run complete in all respects including one laboratory with necessary laboratory instruments.
Fixed Cost towards Operation and Maintenance of all the components proposed in the project related to Sewage Collection system, Interceptor & Diversion Line, Sewage Pumping Station, Rising Main, Sewage Treatment Plant under the scope of this tender - per month for 1st Year of Operation and Maintanance including manpower, all major – minor spares with necessary repair and replacement etc.# Rate should be quoted per month only
Fixed Cost towards Operation and Maintenance of all the components proposed in the project related to Sewage Collection system, Interceptor & Diversion Line, Sewage Pumping Station, Rising Main, Sewage Treatment Plant under the scope of this tender - per month for 2nd year and subsequent year (i.e. up to 5th year) of Operation and Maintanance including manpower, all major – minor spares with necessary repair and replacement etc.# Rate should be quoted per month only
Variable Cost towards Operation and Maintenance of all the components proposed in the Sewage Treatment Plant under the scope of this tender – Rate should be quoted per MLD only over here
ENVIRAD PROJECTS PVT. LTD.
P C SNEHAL CONSTRUCTION PRIVATE LIMITED
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