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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 CrAccepted-AOC VILL FAZALPUR BEHIND FOCAL POINT NEAR RANDHAWA MASADAN JALANDHAR | JALANDHAR | JALANDHAR | PUNJAB | ₹28.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹28.8 CrRejected-Finance 825 GANDHI CHOWK RANIKHET ALMORA | ₹28.8 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹32.3 CrRejected-Finance 1C 1D VINDHYA TELELINKS LIMITED UDYOG VIHAR REWA MADHYA PRADESH 486006 | REWA | MADHYA PRADESH | 486006 | ₹32.3 Cr | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical C 62 SHATABDI NAGAR ALIGARH 202001 UTTAR PRADESH | ALIGARH | ALIGARH | UTTAR PRADESH | 202001 | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical 108 3 CHANDAR NAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | R G Industries L1 | M/s Kashmirilal Constructions Pvt. Ltd. L2 | VINDHYA TELELINKS LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00 | Civil Works:-
'Checking of Survey, Design and Supply of all materials, Carting, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing & commissioning of laid pipeline including supply and carting of all materials, labour, T&P etc. complete of following sizes of pipe line complete. | - | - | - | - | - |
| 1.01D.I. PIPE K-9 conforming IS: 8329/2000 For Rising main | ||||||
| 1.02 | 100 mm dia | 3,610 | /Rmt | 1,528 ₹55.2 L | 1,707 ₹61.6 L | 1,642.16 ₹59.3 L |
| 2.00 | D.I. PIPE K-7 conforming IS: 8329/2001 For Supply main | - | - | - | - | - |
| 2.01 | 250 mm dia pipe | 3,417 | /Rmt | 3,167 ₹1.1 Cr | 3,538 ₹1.2 Cr | 2,436.76 ₹83.3 L |
| 2.02 | 300 mm dia pipe | 51 | /Rmt | 4,022 ₹2.1 L | 4,495 ₹2.3 L | 3,034.59 ₹1.5 L |
| 3.00 | Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. | 48,935.53 | /Cum | 206 ₹1.0 Cr | 230 ₹1.1 Cr | 348.11 ₹1.7 Cr |
| 4.00 | Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. | 5,437.29 | /Cum | 243.5 ₹13.2 L | 272 ₹14.8 L | 529.73 ₹28.8 L |
| 5.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
for bedding & Haunching | 2,235 | /Cum | 1,489 ₹33.3 L | 193 ₹4.3 L | 908.11 ₹20.3 L |
| 6.00 | Disposal of surplus excavated earth including loading & unloading and lead upto 5.0 km complete in all respect | 3,457.51 | /Cum | 229 ₹7.9 L | 256 ₹8.9 L | 302.7 ₹10.5 L |
Updated dates
Tender Value
₹32.5 Cr
EMD Value
₹57.5 L
Closing Date
5 Nov 2025, 5:00 pmClosed
Superintending Engineer
Office of Superintending Engineer Construction Circle UKPJN Dehradun
Construction of OHT, Tube Wells, Pump House, Toilet, Boundary wall and Laying and jointing of Herbertpur Pumping Water Supply Scheme under Amrut-2.0 Programme
2025_MDPEY_87339_1
Letter No 4289/NIVIDA/183 dated 18.09.2025
Open Tender
Civil Works
545 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
Executive Engineer Construction Division UKPJN
₹57.5 L
Dehradun
5 May 2026
20 Sept 2025
11 Nov 2025
20 Sept 2025
5 Nov 2025
26 Sept 2025
24 Sept 2025
Amount
Civil Works:- 'Checking of Survey, Design and Supply of all materials, Carting, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing & commissioning of laid pipeline including supply and carting of all materials, labour, T&P etc. complete of following sizes of pipe line complete.
D.I. PIPE K-9 conforming IS: 8329/2000 For Rising main
100 mm dia
D.I. PIPE K-7 conforming IS: 8329/2001 For Supply main
250 mm dia pipe
300 mm dia pipe
Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. for bedding & Haunching
Disposal of surplus excavated earth including loading & unloading and lead upto 5.0 km complete in all respect
Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials and filling with soil(Screening of earth) at required place. PE-80 Grade: PN- 10.0 (10.0 Kg/Cm2). Including restore water supply in existing pipe line which can be damaged during the excavation of trenches for laying of new pipe line.
75 mm dia pipe
90 mm dia pipe
110 mm dia pipe
125 mm dia pipe
140 mm dia pipe
160 mm dia pipe
180 mm dia pipe
200 mm dia pipe
225 mm dia pipe
Providing & Fixing D.I D/F Sluice Valve confirming to IS:14846-2000 in position including all material , labour, T & P etc. complete.PN-10
80 mm dia
100 mm dia
125 mm dia
150 mm dia
200 mm dia
250 mm dia
300 mm dia
Providing & Fixing Hydrant valve confirming to IS:5290 (Flanged) in position including all material , labour, T & P etc. complete.
80 mm dia
Providing & Fixing D.I D/F Scour Valve confirming to IS:14846-2000 in position including all material , labour, T & P etc. complete.PN-10
80 mm dia
Providing & Fixing D.I Air valve (Screwed) in position including all material , labour, T & P etc. complete.PN-10
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice & Scour valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Providing and making house service connections from water supply distribution uPVC/ DI/ CI pipe line upto water meter chamber inside the property using MDPE/ HDPE (Class-PE 80) PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of MDPE/ HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules,Saddle, clamps,ball valve, rubber sheets, tapping, compression fittings ,meter Box, end cap etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer .
Shifting of existing house service connections from existing pipe to proposed water supply distribution uPVC/ DI/ CI pipe line upto water meter chamber inside the property using MDPE/ HDPE PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of MDPE/ HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules,Saddle, clamps,ball valve, rubber sheets, tapping, compression fittings ,meter Box, end cap etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer .
P/F AMR water meter class B multijet as per IS 779-1994 or ISO 4064-2005 CE mark IP68 along with -(i) Wide range network gateway, AMR module of 5 KM range anf with frequency band 865 MHz, maximum power upto 20.5 DBM. (ii) Non rechargeable Lithium Ion battery with 5 year Battery life (Considering 1 reading/day). 15 mm size
P/F plastic AMR water meter Box of size 330mmx293mmx177mm.
Annual cloud server charges per water meter
SITC of Fixed Network Gateway with Omni Antennas for best connectivity to the water meter AMR. 4G / LAN / Wi-Fi setup required for sending data to server range upto 5 Km. etc complete.
SITC of simple and user friendly AMR software interface for viewing each water meter data for water consumption status, battery consumption status and meter working status etc complete.
Provision for barricading in two rows and necessary diversion of paths and where as necessary with the help of ballies, ropes, flags, signals and light signals etc. as per requirement. Including supply of all material, T&P, etc complete.
Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000
Supply of all materials, labours, T&P etc and construct anchor / thrust blocks as per type design complete of following sizes
0.80 m x 0.80 m x 0.80 m
Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities ( in kiloliters ) and 12 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, 'supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2 and staging 12.00 metre.
600 KL & 24 Mtr. Staging for Zone -2
400 KL & 24 Mtr. Staging for Zone -3
450 KL & 24 Mtr. Staging for Zone -4
Dismantling of existing Overhead tank 350 KL capacity with staging height 18 meter including removal of all dismantled material etc. complete
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202
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.
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).
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels,rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications
Construction of Pump house (3.0 mX 3.5 m) cum Operator Room of Size 4.3(m)X 3.0 (m) with RCC framed structure including Door, window, ventilater & all fittings of ISI mark of approved brand complete in all respect, as per drawing, technical specification and as per direction of engineer in charge.
Construction of Store room of Size 4.0(m)X 4.0 (m) with RCC framed structure including Door, window, ventilater & all fittings of ISI mark of approved brand as per drawing, technical specification and as per direction of engineer in charge.
Construction of Meter room of Size 3.0(m)X 3.0 (m) with RCC framed structure including Door, window, ventilater & all fittings of ISI mark of approved brand as per drawing, technical specification and as per direction of engineer in charge.
Construction of Boundary wall with RCC coloum and brick masonay in 1:4 CM., plastering, panting, gate at each site etc. as per drawing, technical specification and as per direction of engineer in charge.
Consrtruction of Staff Quarter Type -1 (Area-42.95 Sqm) with RCC framed structure including Door, window, ventilater & all sanitary and electric fitting & wiring of ISI mark fans etc all complete of approved brand as per drawing, technical specification and as per direction of engineer in charge.
Construction of internal road and drainage as per drawing, technical specification and as per direction of engineer in charge.
Site Clearance & site development work as per drawing, technical specification and as per direction of engineer in charge.
Dismantling of old building at UJS campus at bansipur and Summerfiled as per direction of engineer in charge.
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)
Provide weather coat painting (two or more coats) to give an even shade.
O&M (Civil works): - 1st year O&M cost
2nd year O&M cost
3rd year O&M cost
4th year O&M cost
5th year O&M cost
E&M Works:- Transportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete.
Errection and Leveling of Rig Machine and barricading at site of work
Dismantling of Rig Machine & Clearance of site after satisfactory completion of work.
Drilling of borehole from GL to 150 mtr. BGL
Preparing & Lowering of tubewell assembly starting from G.L to the required depth including cutting, welding as required at site complete with all T&P required .
Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe
Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe
Supply & fixing of 300 mm dia, 8 mm thick tubewell cap.
Supply & fixing of 300 mm dia M.S.D.I housing clamp and Girder Set.
Supply & fixing of 300 mm dia Bail plug.
Supply & Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of tubewell.
Development of tubewell by 350 PSI/1100 CFM Air compressor.
Development of tubewell by the suitable capacity O.P unit including supply & installation of pumping plant.
Geohydrological survey of site.
Chemical & bacteriological testing of water sample
SITC of Pumping plant as following :- Submersible pump-set of 600 lpm cold and clear water against a total head of 75 mt with motor of suitable to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one no as spare)
Submersible pump-set of 650 lpm cold and clear water against a total head of 80 mt with motor of suitable to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one no as spare)
Submersible pump-set of 300 lpm cold and clear water against a total head of 100 mt with motor of suitable to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one no as spare)
Submersible pump-set of 600 lpm cold and clear water against a total head of 80 mt with motor of suitable to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one no as spare)
Submersible pump-set of 350 lpm cold and clear water against a total head of 80 mt with motor of suitable to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one no as spare)
Submersible pump-set of 350 lpm cold and clear water against a total head of 90 mt with motor of suitable to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one no as spare)
SITC of variable frequency drive (VFD) heavy duty for 30 HP submersible motor with MS enclousure (01 No spare)
Supply of 6 Sq. mm PVC insulated 3- core submersible cable (Multi run)
MCCB 63 Amp with enclosure box with combinable poly carbonate insulated material suitable for shock proof, rust proof, corrosion proof material and class- II safe IP-65
Supply of jointing material such as lugs, tapes etc.
Double loop earthing with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections with charcoal, salt as required for pumping plant equipments (02 Nos.),servo voltage stablizer ( 02 Nos.),seperate for neutral at MCCB ( 01 No.) . (Earth resistance value shold be less than 1.0 ohm, a certificate regarding this issues by A/B class register in shafty Department should be submitted after completion of earthing)
Main piping & valve (100 mm dia)
100 mm dia MS column pipe assembly having thickness 4.8 mm both ends flanged with flange thickness 16 mm
100 mm dia C.I. D/F sluice valve with hand wheel PN-1.6
100 mm dia C.I. D/F Reflux valve PN-1.6
M.S.D.F. bend 90º × 100 mm dia - 2 nos 100 mm dia M.S.D.F. distance piece 2 mtrs. length - 1 No. 100 mm × 100 mm × 100 mm M.S.A.F.Tee - 1 No. 100 mm dia. MS DF distance piece 3.0 mtr. Long.-2 Nos. Ventury (100 x 65 mm) - 1 No. 100 mm dia MS DI clamp heavy duty - 1 Set. M.S.T/W Cap (100 x 300 mm) - 1 No. Nuts, bolts, rubber / fiber packing for jointing above pipes & specials - 1 set.
Supply of 100 mm dial pressure gauge with control cock and fittings of range 0-20 kg/cm2 - 1 No.
Supply of tools required for maintenance of pumping plants (DE spanner set - 1 Set,Ring spanner set - 1 Set,Screw drivers - 2 Nos.Pliers - 1 No.Hammer - 1 No.Pipe wrench 14" - 1 No.Screw wrench - 1 No.Chain wrench 150 mm dia - 2 Nos.
Digital clamp type earth resistance meter
Supply of chain pulley block of 5 tonne capacity 4.5 mtrs. lift complete with travelling trolley.
Supply of class- B rubber resistance sheet suitable for 11 KV resistance as per IS 15652: (2006)
SITC of automatic chlorinating dosing system ( 1 W+1S) with dosing pump 0-6 LPH and working pressure 6 Kg per sq.cm with 200 leter tank and all necessary accerries i.e Injector and NRV with PVC pipes, Starter cum panel Single phase automatic stabilizer etc.
Chlorine testing kit
Supply of Sodium hypo-chloride (Naocl) solution.
Testing of pumping plants against guaranteed figures of Schedule at site
Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-In-Charge of works.
SITC of 3 phase rolling contact Servo voltage Stabilizer outdoor type (voltage range 280-460 V) 60 KVA
Supply & Laying of cable 50 sq. mm Al. conductor 3.5 core armoured cable.
SITC of portable trolley mounted silent 40 KVA DG set with AMF panel and acoustic enclousure, earthing etc complete.
SITC of change over switch 63 Amp for operating pumping plant on main / DG set
SITC of TPN terminal box of 63 Amp capacity complete with cable termination with change over switch including supply og required cable
IOT software & centralised cloud based system conmplete with data base server, data transfer GSM/ GPRS modem sim, IOT plateform form licenses or subscription and development / customization of control software suitable for managing the storage, processing analysis of vast amount of real line data by a wed based interface, APIs and other tools including memory card for storage data for a minimum of 30 days in case of power failure / loss of connectivity.
Supply & Fixing of data commmunication gatway devices for data acquisition and communication gatway devices for data acquisition and communication to IOT based cloud server centralized system with stand protocol using wi-fi / GPRS internet for atteast 02 months data back up with all accessories.
Over voltage & under voltage trip protection (350 V-450 V)
IOT based intelligent Pressure transmitter capable to communicate / transmit data to MIS as well as local control room servor for tubewell
IOT based Electro magnetic flow meter of 100 mm size capable to communicate / transmit data to MIS as well as local control room servor for tubewell
SITC of hydrostatic level transmitter with non vented pressure sensor upto 100 mtr.depth.
Online residual chlorine analizer with 4-20 mA output & RS485 communication, measuring range 0-10 PPM, ambient temprature - 10 to 700 c, cycle time & minute with LCD display, make- Horiba /E&H /Forbes marshal
CCTV camera with 2 MP, IP dome CCTV colour night vision, Dline 2 port POE switch full Giga, D link connector PVC box, complete wireless communication setup and 128 GB memory card.
UPS of suitable capacity for control supply of automation
IOT based Electro magnetic flow meter capable to communicate/transmit data to MIS as well as local control room server of 250/300 mm size for OHT main distribution line.
SITC of solar supply / AC based diaphram operated dual solenoid control valve for flow / presssure / level controlling with controller / RTU PN 10/16, Bonnet- DI (GGG-50), tubing SS304, capable to transmit / communicate data to MIS as well as local control room server of 250/300 mm size
SITC of ultrasonic level sensor (for OHT) with cable and necessary accessories complete capable of transmitting data to existing SCADA system and M&E portal.
Signal cabling between RTU/PLC and field instruments including screened/unscreened & control copper cable, etc complete in all respect
139 cm (55 inches) 4K ultra HD smart LED with Dolby Audio resolution : 4K Ultra HD (3840 x 2160), Refresh Rate : 60 hertz display 4K Processore, HDR, Live colour, 4K X Reality Pro/equivalent
Industrical type UPS of suitable capacity for control supply of automation
1.5 Ton capacity AC for control room
Equipment for distribution network to control NRW (DMA-I)
SITC of solar supply / AC operated IOT based intelligent Pressure transmitter capable to communicate / transmit data to MIS as well as local control room servor for tubewell
SITC of solar supply / AC operated IOT based Electro magnetic flow meter of following size capable to communicate / transmit data to MIS as well as local control room servor for tubewell -
SITC of solar supply / AC based diaphram operated dual solenoid control valve for flow / presssure / level controlling with controller / RTU PN 10/16, Bonnet- DI (GGG-50), tubing SS304, capable to transmit / communicate data to MIS as well as local control room server of following size -
Complete installation and commissioning of automation work including all accessories.
Cost of internal and external electrification of pump house.
Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required.
Wiring for circuit/submain alongwith earth wire with the 2x2.5 sq. mm + 1x2.5 sq. mm earth wire size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required.
Wiring for circuit/submain alongwith earth wire with the 2x4 sq. mm + 1x4 sq. mm earth wire size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required.
Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required.
Supply and fixing of 6 Way double door way S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator)
Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required.
Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required.
Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj / Philips / Equivalent make)
Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete.
Trial & Testing of Pumping plant with automation for a period of 3 months including cost of all consumables excluding electricity
Operation & maintenance of all electro-mechanical works for a period of six months after trial & testing period excluding electricity.
Unforseen items such as caution board, danger plate,rubber gloves,rubber shoes and fencing of sevo voltage stablizer and double pole structure with inspection by Electrical inspector etc. complete.
O&M (WITHOUT DIESEL AND ELECTRICITY) FOR- ZONE-1 ,ZONE-2,ZONE-3 &ZONE-4
1st year O&M cost
2nd year O&M cost
3rd year O&M cost
4th year O&M cost
5th year O&M cost
Grid Solar plant :- 05 KW capacity Grid Tied Solar Roof top Photo vol taic (SPV) Power Plant Consist of SPV module mounting structure power conduiting (PUC) Unit consisting of maximum power point tracker (MPPT) Inverter and control & Protection interconnected cables and switches is mounted on a suitable structure (without battery) and should be designed with necessary feature to supplement the grid power during day time with earting and lightning protection Components and parts used in the SPV power plants including PV modules metallic structure cables junction box switches PCU etc should confirm to BIS/LEC or MNRE Approved with all responsibilities of netmetering & cordination with UPCL for the following sites :-
Zone -1 UJS infront of summer field school
Zone -2 UJS Sub division Bansipur
Zone -3 Near old nagar palika Office
Zone -4 Roadways bus stand campus
Ground water recharge work:- Ground water recharge system through 125 mm dia bore well complete with 125 mm dia 5.4 mm thick as per IS 4270 MSERW casing pipe, 80 mm dia HDPE pipe, construction of bypass chamber, filration chamber etc. for followings sites :-
Zone -1 UJS infront of summer field school
Zone -2 UJS Sub division Bansipur
Zone -3 Near old nagar palika Office
Zone -4 Roadways bus stand campus
M/s Kashmirilal Constructions Pvt. Ltd. (BID ID -404658)
VINDHYA TELELINKS LIMITED (BID ID -403892)
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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Tendernotice_1.pdf
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Bid_Document.pdf
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BOQ_103652.xls
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