Rural Water Supply And Sanitation Department Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Rural Water Supply And Sanitation Department - WSSO Tender
Eprocure
Opening Date7 Jan 2021
Closing Date8 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 7,15,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_SWSM_544035_1Bid Award Id
ViewTender No
2180/W-17/BID/2020-21Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://http://wssoup.org/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Construction of Jack well cum pump house as per site conditions. Survey, Site investigation, soil testing, Planning, Designing, Construction and Commissioning of Jack well and pump house as detailed below.
For construction of pump house of minimum height of 6 m with required length of RCCfootbridge of minimum 2.5 m clear width or minimum width for carriout the pumping main whichever is higher, pump floor level minimum 1 m above HFL, water inlet opening having different intake capacity of water at different inlet points, construction of staircase, Pump house, operating Slab, gantry girder on corbel, cement concrete floor with hardener, Circular Balcony minimum 1m width, staircase post-column beams, development of land, approach road etc. arrangement should be made inside pump house such that to fix required nos. of VT Pumps , Power Control Panels and starters, instrumentation & SCADA & wireless telemetry (voice & Data), internal and external electrifications and adequate LED lighting including excavation of soil i.e. Kankar mixed morrom/soft/hard rock and lean concrete of minimum grade of M-15 and R.C.C. in grade M-30 or above in raft/ pile foundation, Walling, Intake R.C.C. wall with supply of all type steel bars of approved quality and cement as approved by the Employer, cofferdam construction as per site requirement, diversion arrangement of flow of river during construction by making bunds across the river supply gunny bags, sand, fixing suitable size of steel girder, dismantling and refixing etc. and also supply and fixing of collapsible gate, collapsible door, Aluminium window as per relevant specifications, including of three-coat whitewashing, internal two coat snowcem painting, external painting with apex ultima/equivalent paint, all steelwork must be painted with red oxide paint and two coat of anticorrosive paint etc.
-
-
-
... More
and internal and external electrification of intake well, supply and fixing of three-row railing with M.S. Angle posts supply and fixing of inlet opening of required capacity, dewatering, including supply of all materials, all labour T&P etc. required for proper completion of works as per direction of the Engineer. Cost of VT Pumps , Panels, Scada, Panel Board, pipe manifolds etc. are not covered in this item.
-
-
-
... More
At Patwadh: Jack Well of minimum internal size of 14 M Dia & 22.09 M Height
1
-
-
... More
DI K-7 Connecting Main with strainer - Survey, Site investigation, Designing, Planning, Construction and Commissioning of DI K-7, connecting main of DI K-7 pipe of suitable diameter, (confirming to the Indian Standard Specification inclusive cost of jointing materials, including third party inspection charges, including transit insurance, railway freight, unloading from railway wagon, loading in to the truck, transportation to standard store/ site of work, unloading, stacking etc. including excavation of soil i.e. Kankar mixed morrom/soft/hard rock, providing, lowering, laying & jointing, Hydraulic testing of DI K-7 pipe of proper class & diameter meters, including laying and fixing of precast concrete, (1:3:6) Encasement to pipe ,Providing sluice Valves of appropriate size and number, including all fitting, chamber for clean plug, Clean plug of proper numbers, Supply, laying & Jointing of strainers as per design, including refilling, dewatering, removing surplus material as directed by Engineer-in-Charge
-
-
-
... More
At Patwadh: DI K-7 pipe of minium diameter 1000 mm Dia & 400 M Length for intake well & SS stainer of Apropriate size, 4 Nos.
1
-
-
... More
Construction of Water Treatment Plant Survey, Investigation, Planning, Design, Construction and Commissioning of WTP as per of capacity as given below. For construction of WTP, Admin Building with Command Control Room, and fire fighting arrangements, first aid arrangements Circular Cascading Aerator, Inlet chamber, alum dosing, pre-sedimentation Tank, Rapid Mix, Vertical Flow Clarifloculator, Rapid Gravity Filter with Back Wash Arrangement, Proper Sludge Disposal and Backwash water disposal arrangements to nearest drain/low laying area & Appurtenant Works of the below-mentioned capacity, automated through PLC with outputs to SCADA, walkway in between WTP components with railing, Guard Room, Chemical Store House, Gaseous Chlorination Plant, Development of WTP area with adequate plantation, Rainwater harvesting unit. Raw water to be treated and filtered. Lean concrete to be used of grade not less than M-10 and other structures in minimum M-30 grade of concrete. Cement and steel should be as per approved by the Employer/IS code. Collapsible MS steel doors and aluminium windows to be provided including of three-coat whitewashing, internal two coat snowcem painting, external painting with apex ultima/equivalent paint, all steelwork must be painted with red oxide paint and two coat of anticorrosive paint etc. and internal and external electrification with adequate LED lights for the compound, including automation, instrumentation & SCADA, wireless telemetry (voice & data). Including water testing kits, lab building and essential lab equipment as mentioned no. 40. Including of supply of all materials, labour T&P etc. required for proper completion of works as per direction of the Engineer.
-
-
-
... More
At : Capacity of 120 MLD
1
-
-
... More
Clear Water Reservoir
-
-
-
... More
CLEAR WATER RESERVOIR - Survey, Investigation, Soil Testing, Planning, Designing, Construction, Commissioning of CWR of capacity as detailed below.
The Concrete in a minimum grade of M-30 and steel to be used as per IS code and approved by Employer. Seismic effects and wind load with earthquake resistance should be taken into account in the design. CWR should be provided with a ventilator, manhole of adequate size. An aluminium ladder minimum of 0.45 m wide in manhole should be provided. Ultrasonic water level indicator should be provided along with lighting conductor as per IS 2309. PCC of M-10 grade to be used in bed blocks. Overflow arrangement with the supply & installation of pressure pipe of the same dia as that of the inlet, for taking overflow water to a suitable low lying area. Painting of all steel and concrete pipes with 3 coats of approved cement plaster and anticorrosive paint including all labour, material, T & P etc., all required for proper completion of works as per the direction of the Engineer.
Bidders are advised to take SBC at 12 MT/SQM for construction of CWR. If actual SBC is more than 12MT/SQM, the structure will be designed at 12 MT/SQM. In case less than 12 MT/SQM, as per actual.
-
-
-
... More
CWR at WTP of 9500 KL Capacity
1
-
-
... More
GLR-1 (8500 KL )
1
-
-
... More
GLR-2 (8100 KL )
1
-
-
... More
GLR-4 (7500 KL )
1
-
-
... More
GLR-5 (2200 KL )
1
-
-
... More
GLR-6 (250 KL )
1
-
-
... More
GLR-7 (4100 KL )
1
-
-
... More
GLR-8 (4100 KL )
1
-
-
... More
GLR-9 (1900 KL )
1
-
-
... More
GLR-10 (500 KL )
1
-
-
... More
GLR-11 (800 KL )
1
-
-
... More
GLR-12 (600 KL )
1
-
-
... More
GLR-13 (600 KL )
1
-
-
... More
GLR-14 (400 KL )
1
-
-
... More
GLR-15 (250 KL )
1
-
-
... More
GLR-2 Adalganj (350 KL )
1
-
-
... More
GLR-3 Bhbhaech (200 KL )
1
-
-
... More
GLR-4 Rudawali (150 KL )
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
PUMP HOUSE -Survey, Investigation, Planning, Designing, Construction, Commissioning of Pump houes of required size to accommodate required nos of pumps mentioned item nos. For the construction of Pump House above CWR, minimum 4.5 m height is to be kept with suitable arrangements to install and dismantle VT pumps and installation of Fire Extinguishers, Power wiring & earthling system, rubber resistance sheets, spares for motors & switchgear, internal & external electrifications and adequate LED lighting, brickwork 1:4 (one cement and four sand), plasterwork 1:6 (one cement and six sand). Steel and cement to be used as per approved by Engineer-in charge / IS code. Reinforced Cement Concrete minimum M-25 to be used including fixing of doors, windows, shutters, glass panels with gantry girder arrangement with supply and fixing of suitable sizes of steel girder including snowcem painting two coat over one priming coat using approved Colour and shade and whitewashing three coat of ceiling of pump house and painting over new ironwork with one coat of primer and two coat of approved paint including cost of all arrangement of staircase, balcony with medium G.I pipe 20 mm size three row railing, shuttering, scaffolding and water with supply of all materials, labours T&P etc. required for proper completion of works as per direction of the Engineer.
-
-
-
... More
(Pump House at)
-
-
-
... More
CWR at WTP of 14 m x 12.50 m x 5.0 m
1
-
-
... More
GLR1 - 22 m x 14.5m x 5.0m
1
-
-
... More
GLR-2 - 22 m x 14.5m x 5.0m
1
-
-
... More
GLR-4 - 22 m x 12 m x 5.0m
1
-
-
... More
GLR-5 - 14 m x 8.5m x 5.0m
1
-
-
... More
GLR-6 - 8 m x 6m x 5.0m
1
-
-
... More
GLR-7 - 22 m x 14.5m x 5.0m
1
-
-
... More
GLR-8 - 11 m x 9.5m x 5.0m
1
-
-
... More
GLR-9 - 11 m x 9.5m x 5.0m
1
-
-
... More
GLR-10 - 10 m x 8m x 5.0m
1
-
-
... More
GLR-11 - 10 m x 6.5m x 5.0m
1
-
-
... More
GLR-12 - 8 m x 6.5m x 5.0m
1
-
-
... More
GLR-13 - 8 m x 6.5m x 5.0m
1
-
-
... More
GLR-14 - 8 m x 6.5m x 5.0m
1
-
-
... More
GLR-15 - 8 m x 4.5m x 5.0m
1
-
-
... More
GLR-2 Adalganj - 9.5 m x5. 5m x 5.0m
1
-
-
... More
GLR-3 Bhbhaech 6 m x 5.5m x 5m
1
-
-
... More
GLR-4 Rudawali - 6 m x4.5m x 5.0m
1
-
-
... More
Construction of electric power sub-station room- Survey, Investigation, Soil Testing, Planning, Designing, Construction of electric power sub-station room of required size. Construction of RCC frame structure room including excavation of soil i.e. Kankar mixed morrom/soft/hard rock, PCC for bedding in lean concrete of minimum grade of M-15, R.C.C. in grade M-25 or above in footing, foundation, plinth beam, column, lintel beam, chajja, roof slab, brick work in CM 1:6 (1 cement & 6 sand) in walling, Internal plaster 12 mm thick for walls & celling in CM 1:6 (1 cement & 6 Sand), External plaster 20 mm thick in CM 1:4 (1 cement & 4 sand), providing laying hand cut polished kota stone flooring 25 mm to 30 mm thick on bed of CM 1:6 (1 cement & 6 sand) including cement float, filling jointing with neat cement slurry, curing polishing and cleaning, providing cable duct of required size, including fixing of rolling shutter, aluminium windows & ventilator with glass panels as per specifications, providing and applying white washing in two coat to new plaster surface, internal two coat snowcem painting including priming coat, external painting with apex ultima/equivalent paint including priming, painting over new iron work with one coat of primer and two coat oil paint of approved make including cost of all arrangement of shuttering, scaffolding including all materials, labours T&P etc. for proper completion of works as per direction of the Engineer.
-
-
-
... More
(Construction of electric power sub-station room at)
-
-
-
... More
CWR at WTP of 19 m x 5.5 m x 5.0 m
1
-
-
... More
GLR-1 - 19 m x 5.5m x 5.0m
1
-
-
... More
GLR-2 - 19 m x 5.5m x 5.0m
1
-
-
... More
GLR-4 - 13 m x 5.5m x 5.0m
1
-
-
... More
GLR-5 - 10 m x 4.5m x 5.0m
1
-
-
... More
GLR-6 - 6.0 m x 2.5m x 5.0m
1
-
-
... More
GLR-7 - 19 m x 5.5m x 5.0m
1
-
-
... More
GLR-8 - 7 m x 4.5m x 5.0m
1
-
-
... More
GLR-9 -7 m x 4.5m x 5.0m
1
-
-
... More
GLR-10 - 7 m x 4.5m x 5.0m
1
-
-
... More
GLR-11 - 6 m x 2.5m x 5.0m
1
-
-
... More
GLR-12 - 6 m x 2.5m x 5.0m
1
-
-
... More
GLR-13 - 6 m x 2.5m x 5.0m
1
-
-
... More
GLR-14 - 6 m x 2.5m x 5.0m
1
-
-
... More
GLR-15 - 6.0 m x 2.5 m x 5.0m
1
-
-
... More
GLR-2 Adalganj - 6 m x 2.5 m x 5.0m
1
-
-
... More
GLR-3 Bhbhaech - 6 m x 2.5 m x 5.0m
1
-
-
... More
GLR-4 Rudawali - 6 m x 2.5 m x 5.0m
1
-
-
... More
Design, Supply, Erection and Testing of V.T. pump water-lubricated to lift the required discharge at required head with sufficient column pipe including shaft with discharge head and bowl assembly all complete as per IS:2010 along with power control panel, soft starters, control system panels, voltage stabilizer of required capacity, EM Flow Meters, piping manifolds( Suction and delivery including all specials like bend, Tee,NRV, Sluice valve etc.) instrumentation & SCADA, wireless telemetry (voice & Data) including all materials, labour, T&P etc. all required for proper completion of works as per the direction of the Engineer.
-
-
-
... More
Intake to WTP (23800 LPM, 6(3W+3S) Nos, 205.15 KW, 32m Head )
1
-
-
... More
CWR to GLR1 (14500 LPM, 6(4W+2S) Nos, 205.15 KW, 53m Head )
1
-
-
... More
GLR-1 to peak CH 2000 m (4850 LPM, 18(12W+6S) Nos, 205.15 KW, 153m Head )
1
-
-
... More
GLR-2 to OHSR 12A (2500 LPM, 2(1W+1S) Nos, 22.38 KW, 28m Head )
1
-
-
... More
GLR-2 to OHSR 12 (1950 LPM, 2(1W+1S) Nos, 18.65 KW, 30m Head )
1
-
-
... More
GLR-2 to OHSR-9 (2300 LPM, 2(1W+1S) Nos, 37.3 KW, 37m Head )
1
-
-
... More
GLR-4 to OHSR-8A (2450 LPM, 2(1W+1S) Nos, 22.38 KW, 30m Head )
1
-
-
... More
GLR-4 to OHSR-8 (1050 LPM, 2(1W+1S) Nos, 18.65 KW, 51m Head )
1
-
-
... More
GLR-4 to GLR-5 (14550 LPM, 2(1W+1S) Nos, 93.25 KW, 21m Head )
1
-
-
... More
GLR-5 to OHSR-7 - (2800 LPM, 2(1W + 1S) Nos, 37.3 KW, 40m Head )
1
-
-
... More
GLR-5 to OHSR-8B - (1750 LPM, 2(1W + 1S) Nos, 37.3 KW, 75m Head )
1
-
-
... More
GLR-5 to OHSR-11 - (6500 LPM, 2(1W + 1S) Nos, 37.3 KW, 21m Head )
1
-
-
... More
GLR-5 to OHSR-6 - (3500 LPM, 2(1W + 1S) Nos, 37.3 KW, 26m Head )
1
-
-
... More
GLR-6 to OHSR-4 - (1800 LPM, 2(1W + 1S) Nos, 14.92 KW, 27m Head ) & OHSR 6 (1750 LPM, 2(1W + 1S) Nos, 37.3 KW, 60m Head )
1
-
-
... More
GLR-12 to OHSR-7A - (1350 LPM, 2(1W + 1S) Nos, 14.92 KW, 31m Head )
1
-
-
... More
GLR-12 to CH 2890m - (3850 LPM, 2(1W + 1S) Nos, 44.76 KW, 39m Head )
1
-
-
... More
GLR-7 to OHSR 5, 5A - (4050 LPM, 2(1W + 1S) Nos, 37.3 KW, 29m Head )
1
-
-
... More
GLR-7 to GLR-8 - (25100 LPM, 2(1W + 1S) Nos, 93.25 KW, 14m Head )
1
-
-
... More
GLR-8 to OHSR-10 - (1600 LPM, 2(1W + 1S) Nos, 37.3 KW, 64m Head )
1
-
-
... More
GLR-8 to OHSR-9A - (3300 LPM, 2(1W + 1S) Nos, 55.95 KW, 56m Head )
1
-
-
... More
GLR-8 to GLR-13 - (6050 LPM, 2(1W + 1S) Nos, 37.3 KW, 14m Head )
1
-
-
... More
GLR-8 to GLR-9 -(1500 LPM, 2(1W + 1S) Nos, 74.6 KW, 19m Head )
1
-
-
... More
GLR-8 to OHSR-5B - (1650 LPM, 2(1W + 1S) Nos, 18.65 KW, 40m Head )
1
-
-
... More
GLR-13 to OHSR 3B (2050 LPM, (1W + 1S) Nos, 18.65 KW, 31m Head )
1
-
-
... More
GLR-13 to GLR-14 (4000 LPM, (1W + 1S) Nos, 55.95 KW, 43m Head )
1
-
-
... More
GLR-14 to OHSR-3A (1250 LPM, (1W + 1S) Nos, 11.19 KW, 21m Head )
1
-
-
... More
GLR-14 to OHSR-4A (1400 LPM, (1W + 1S) Nos, 18.65 KW, 38m Head )
1
-
-
... More
GLR-14 to OHSR 11B (1500 LPM, (1W + 1S) Nos, 14.92 KW, 30m Head )
1
-
-
... More
GLR-11 to OHSR-6A (1350 LPM, (1W + 1S) Nos, 74.6 KW, 29m Head )
1
-
-
... More
GLR-11 to GLR-12 (5200 LPM, (1W + 1S) Nos, 74.6 KW, 13m Head )
1
-
-
... More
GLR-9 to OHSR-10A (2150 LPM, (1W + 1S) Nos, 44.76 KW, 66m Head )
1
-
-
... More
GLR-9 to Khardeur CH 7027m (3900 LPM, (1W + 1S) Nos, 111.9 KW, 93m Head )
1
-
-
... More
GLR-9 to OHSR-3 (2300 LPM, (1W + 1S) Nos, 22.38 KW, 34m Head )
1
-
-
... More
GLR-9 to GLR-10 (4350 LPM, (1W + 1S) Nos, 22.38 KW, 18m Head )
1
-
-
... More
GLR-10 to OHSR-11 (850 LPM, (1W + 1S) Nos, 7.46 KW, 23m Head )
1
-
-
... More
GLR-10 to GLR-15 (3500 LPM, (1W + 1S) Nos, 37.3 KW, 39m Head )
1
-
-
... More
GLR-15 to OHSR-1 (2000 LPM, (1W + 1S) Nos, 18.65 KW, 29m Head )
1
-
-
... More
GLR-15 to OHSR-1A (700 LPM, (1W + 1S) Nos,11.19 KW, 39m Head )
1
-
-
... More
GLR-15 to OHSR-1B (850 LPM, (1W + 1S) Nos, 18.65 KW, 78m Head )
1
-
-
... More
CWR to OHSR-6 Patwadh(900 LPM, (1W + 1S) Nos, 74.6 KW, 70m Head ) & GLR-2 Adalganj (4350 LPM, (1W + 1S) Nos, 74.6 KW, 59m Head ) & GLR-4 Rudawali (1050 LPM, (1W + 1S) Nos, 22.38 KW, 58m Head )
1
-
-
... More
GLR- 2 Adalganj to OHSR-3 Adalganj (1950 LPM, (1W + 1S) Nos, 22.38 KW,34.5m Head ) & GLR-3 Babhaech (2400 LPM, (1W + 1S) Nos, 29.84 KW,32 m Head )
1
-
-
... More
GLR- 3 Babhaech to OHSR-2 Babhaech (1250 LPM, (1W + 1S) Nos, 22.38 KW,28.5m Head ) & OHSR-1 Belcupp (1200 LPM, (1W + 1S) Nos, 3.73 KW,55m Head )
1
-
-
... More
GLR- 4 Rudawali to OHSR-5 Rudawali (150 LPM, (1W + 1S) Nos, 3.73 KW,27m Head ) & OHSR-4 Markundi (900 LPM, (1W + 1S) Nos, 18.65 KW,59 m Head )
1
-
-
... More
Survey, Investigation, Planning, Construction, Commissioning, Design, Drawing as per latest I.S. CODE & all design should be vetted by any IIT institute or govt engineering college. for construction of electric power sub-station room for 50 KVA above load of minimum size 4 x 3.5 x 3.5 meter or as per requirement including supplying and fixing transformer (As per following KVA ), transformer foundation, supplying & fixing of Air handling unit, Bus Coupler with 2 incoming & 1 outgoing ACB, steel tubular pole, ACSR Conductor, Lighting arrestor, Disc and Pin insulation, Stone Metal Spreading, including cable inside the substation as per requirement along with snowcem painting two coat over one priming coat using approved Colour and shade and white washing three coat constructed room and painting over new iron work with one coat of primer and two coat of approved paint including cost of all arrangement of shuttering, scaffolding and water with supply of all materials, labours T&P etc. required for proper completion of works as per direction of the Engineer.
-
-
-
... More
Intake well 1250 KVA
1
-
-
... More
WTP - 1250 KVA
1
-
-
... More
CWR1A 1500 KVA
1
-
-
... More
MARKUNDI VILLAGE - GLR-1A 2500 KVA
1
-
-
... More
MARKUNDI VILLAGE - GLR-1B 2500 kva
1
-
-
... More
CHHAPAKA VILLAGE-GLR-2 250 kva
1
-
-
... More
GANGUR VILLAGE-GLR-4 800 kva
1
-
-
... More
PAPI VILLAGE - GLR-5 400 kva
1
-
-
... More
BHARAWAH VILLAGE - GLR-6 200 kva
1
-
-
... More
UNCHIDIH VILLAGE - GLR-7 500 kva
1
-
-
... More
SIDDHI VILLAGE - GLR-8 630 kva
1
-
-
... More
KHUTHA VILLAGE-GLR-9 400 kva
1
-
-
... More
PEROHA VILLAGE-GLR-10 200 kva
1
-
-
... More
AMAULIA GLR 11 125 KVA
1
-
-
... More
BHWANIPUR GLR 12 - 250 KVA
1
-
-
... More
GLR 13 CAMPUS 300 KVA
1
-
-
... More
GLR 14 CAMPUS 150 KVA
1
-
-
... More
GLR 15 CAMPUS 150 KVA
1
-
-
... More
PATWADH CWR - 500 KVA
1
-
-
... More
ADALGANJ GLSR 2 200 KVA
1
-
-
... More
BHBHAECH GLSR-3 125 KVA
1
-
-
... More
RUDAWALI GLSR-4 100 KVA
1
-
-
... More
Construction of Over Head Tank of different capacities and staging heights as mentioned below. Supply of all materials labour T&P etc. compete and construction of R.C.C. (M30 Grade) with main components, Instruments & SCADA, wireless telemetry (voice & Data) including cost of soil testing. All the components of O.H.T. will be casted in M30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S.456.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure (this area is in seismic Zone III and high damage risk zone for wind) Proper ventilator at top dome in circular shape along with an R.C.C. cover and thickness, pillar of ventilator should be minimum 50 cm height.The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expanded metaled mesh, Ultrasonic type Water level indicator and EM flow meter and residual chlorine sensor/ transmitter. The indicator board scale made of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good Asian paint. It should also consists of 3mm brass wire rope minimum 4 smooth pulleys about 8 cm dia with guides,15cm dia copper ball float which shall be completely wate tight suitable pointer of brass etc.Lightening conductor as per I.S.S.2309 of its latest amendments of latest electricity rules.It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of propr size prescribed by ISS 2309-1969 and ISS 3013-1966C.I. manhole of min 60x60cm size made of M.S.channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking aarrangement.This manhole should be fix at top dome at proper place.Supply, fixing,jointing of following size of C.I.D/F Pipes with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet,outlet,overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant works
-
-
-
... More
and exeavation in all types of soil. Including Out let pipes of maximum size of distribution system, Inlet pipes of rising main size, Over flow pipes of minimum size of rising main & Wash out pipe 100 mm dia.Supply and Fixing of manually operated valves/sliuce valves with hand wheels as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2 Including cartage from its store to the site of work, lowering them into trenches, fixing in position and testing etc.complete, Construction of bed blocks in 1:2:4 PCC with cement,coarse sand and approved stone grit under each duck foot bend to support the vertical pipes.These bed blocks should supported on the raft not on the soil.Construction of sluice valve chamber for above sluice valve/Butterfly valve as per standard design and drawing including supply of all labour T&P complete. Construction of washout / overflow chamber as per standard design and drawing.Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints.Supply & laying of 200 mm dia PVC pipe as per I.S.-4985/2000 or as latest / relevant specification including all taxes and insurance etc.F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound including excavation of trenches.laying of pipe line etc.required for proper completion of works as per direction of the Engineer.
Bidders are advised to take SBC at 12 MT/SQM for construction of O.H.T. If actual SBC is more than 12MT/SQM, the structure will be designed at 12 MT/SQM. In case less than
-
-
-
... More
OHSR-1 - 850 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-1A 300 KL, 21 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-1B 350 KL, 19 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-2 1050 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-2A 700 KL, 22 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-3 1000 KL, 16 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-3A 500 KL, 10 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-3B 900 KL, 20 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-4 800 KL, 16 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-4A 600 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-5 800 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-5A 1000 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-5B 700 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-6 750 KL, 22 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-6A 600 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-6B 950 KL, 22 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-7 1250 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-7A 600 KL, 20 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-7B 750 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-8 450 KL, 17 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-8A 1050 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-8B 750 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-9 1000 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-9A 1450 KL, 20 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-10 700 KL, 12 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-10A 950 KL, 20 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-11 350 KL, 12 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-11A 650 KL, 20 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-11B 650 KL, 20 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-12 850 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-12A 1100 KL, 17 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-1 Belcup 500 KL, 24 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-2 Babhaech 550 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-3 Adalganj 850 KL, 24 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-4 Markundi 400 KL, 15 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-5 Rudawali 50 KL, 15 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-6 Patwadh 400 KL, 18 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
OHSR-7 Patwadh 200 KL, 12 m staging
1
-
-
... More
Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
-
-
... More
Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main /Feeder Main & Distribution System trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc required for proper completion of works as per direction of the Engineer.
-
-
-
... More
Excavation of Hard Rock
108187.63
-
-
... More
Excavation of Medium Rock
108187.63
-
-
... More
Excavation in mixed soil with bajri kankar mooram etc.
432750.52
-
-
... More
Excavation in ordinary soil
1633241
-
-
... More
Supply, Laying & Jointing of following sizes (G.I./HDPE / D.I. K-7 / 9) pipes for rising/feeder main & distribution system conforming to latest/relevant I.S.4984 / 14151 / 12786 / 13488, 8329/2000 Specifications with all jointing materials such as CIS/S or D.F specials conforming to latest /relevant I.S. specifications with rubber gasket also, suitable for G.I. / D.I /HDPE pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer.
(Details of pipes in group given in seperate annex.)
-
-
-
... More
50 mm dia GI Pipe
826637
-
-
... More
65 mm dia GI Pipe
276206
-
-
... More
80 mm dia GI Pipe
209796
-
-
... More
100 mm dia DI Pipe Class K-7
320070
-
-
... More
150 mm dia DI pipe Class K-7
290568
-
-
... More
200 mm dia DI pipe Class K-7
151556
-
-
... More
250 mm dia DI pipe Class K-7
101410
-
-
... More
300 mm dia DI pipe Class K-7
35487
-
-
... More
350 mm dia DI pipe Class K-7
32435
-
-
... More
400 mm dia DI pipe Class K-7
8372
-
-
... More
150 mm dia DI pipe Class K-9
27818
-
-
... More
200 mm dia DI pipe Class K-9
72783
-
-
... More
250 mm dia DI pipe Class K-9
35216
-
-
... More
300 mm dia DI pipe Class K-9
41019
-
-
... More
350 mm dia DI pipe Class K-9
5666
-
-
... More
400 mm dia DI pipe Class K-9
19580
-
-
... More
600 mm dia DI pipe Class K-9
27386
-
-
... More
800 mm dia DI pipe Class K-9
16642
-
-
... More
900 mm dia DI pipe Class K-9
4476
-
-
... More
1000 mm dia DI pipe Class K-9
18916
-
-
... More
1100 mm dia DI pipe Class K-9
600
-
-
... More
63 mm dia HDPE PIPE(PE100) - 6KG/CM2
2000
-
-
... More
75 mm dia HDPE PIPE(PE100) - 6KG/CM2
1000
-
-
... More
90 mm dia HDPE PIPE(PE100) - 6KG/CM2
800
-
-
... More
110 mm dia HDPE PIPE(PE100) - 6KG/CM2
600
-
-
... More
140 mm dia HDPE PIPE(PE100) - 6KG/CM2
400
-
-
... More
160 mm dia HDPE PIPE(PE100) - 6KG/CM2
200
-
-
... More
200 mm dia HDPE PIPE(PE100) - 6KG/CM2
200
-
-
... More
Clearing & grubbing including uprooting of rank vegetation, grass, brush wood, trees and saplings incase of dense forest and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
197775
-
-
... More
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.(Provisional)
1000
-
-
... More
Supply and carting up to site of work of the following dia D.I. sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
-
-
-
... More
50 mm dia.
539
-
-
... More
65 mm dia.
232
-
-
... More
80 mm dia.
212
-
-
... More
100 mm dia.
180
-
-
... More
150 mm dia.
162
-
-
... More
200 mm dia.
78
-
-
... More
250 mm dia.
68
-
-
... More
300 mm dia.
48
-
-
... More
350 mm dia.
28
-
-
... More
400 mm dia.
21
-
-
... More
450 mm dia.
12
-
-
... More
500 mm dia.
9
-
-
... More
600 mm dia.
2
-
-
... More
800mm dia.
1
-
-
... More
900mm dia.
1
-
-
... More
1000 mm dia
1
-
-
... More
Scour Valve
-
-
-
... More
50 mm dia.
144
-
-
... More
65 mm dia.
26
-
-
... More
80 mm dia.
32
-
-
... More
100 mm dia
55
-
-
... More
150 mm dia
29
-
-
... More
200 mm dia
85
-
-
... More
Pressure Reducing Valve (Distribution System) - Providing and fixing Pressure reducing valves PN-16 of approved make confirming to relevant ISS with latest amendments of following diameters and types and conveying to work site, loading, unloading, stacking, and fixing DI valve with tail pieces, etc. complete with all lead and lifts and as directed by Engineer-in-charge.The rate is inclusive of cost of requird numbers of bolt, nuts, rubber packing, MS flanges MS tail pieces, reducers etc. complete in order to succesfully install with water tightness. Material of construction shall be as follows: Body & Cover – Ductile Iron EN 1563 (ASTM A 536). Internal parts – Stainless steel & Bronze. Control Trim - Stainless steel 316 Elastomer - EPDM Coating - Fusion bonded epoxy, WRAS approved.
-
-
-
... More
50mm dia.
1
-
-
... More
65mm dia.
5
-
-
... More
80mm dia.
5
-
-
... More
100mm dia.
22
-
-
... More
150mm dia.
21
-
-
... More
200mm dia.
6
-
-
... More
250mm dia.
3
-
-
... More
300mm dia.
2
-
-
... More
Supply and installation of under ground sluice value type fire hydrant consisting of 100 mm dia sluice valve, 100mm dia tail pieces, 100mm dia duck foot bend and 100 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc. complete as per instructions of Engineer.(100 mm diameter)
-
-
-
... More
100mm
39
-
-
... More
Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance,loading, unloading, transporation upto stores in all respect etc complete
-
-
-
... More
40mm dia
119
-
-
... More
50 mm dia
124
-
-
... More
80 mm dia
126
-
-
... More
100 mm dia
109
-
-
... More
150 mm dia
150
-
-
... More
Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer. (masonry Type)
-
-
-
... More
Sluice valve chamber (masonry Type)
-
-
-
... More
Upto 200 mm Dia.
417
-
-
... More
SV Chamber for 250mm dia -300 mm dia
119
-
-
... More
Sluice Valve Chamber for 350-400 Dia
46
-
-
... More
Sluice Valve Chamber 500 - 600mm Dia
22
-
-
... More
Sluice Valve Chamber 700 - 800mm Dia
3
-
-
... More
Sluice Valve Chamber 900 - 1000 mm Dia
2
-
-
... More
Sluice valve chamber (surface box Type)
-
-
-
... More
Sluice valve chamber (surface box Type)
1114
-
-
... More
Air Valve Chamber
-
-
-
... More
Air Valve Chamber 50mm dia - 80 mm dia
370
-
-
... More
Air Valve Chamber 100mm dia - 150 mm dia
259
-
-
... More
Scour valve chamber
-
-
-
... More
Scour Valve Chamber 50mm dia - 100 mm dia
276
-
-
... More
Scour Valve Chamber 150mm dia - 200 mm dia
114
-
-
... More
Fire Hydrant chamber
-
-
-
... More
Fire Hydrant chamber
39
-
-
... More
PRV Valve Chamber
-
-
-
... More
Chamber (1 x 1 x 1.2 m) Dia 150mm
500
-
-
... More
Chamber (1.2m x 1m x 1.2 m) Dia 200mm-300mm
51
-
-
... More
Chamber (1.2m x 1.2m x 1.2 m) Dia 400mm-600mm
54
-
-
... More
Design and construction of Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work for following pipe diameter as per instructions of Engineer.
-
-
-
... More
Pipe Dia up to 100mm
40
-
-
... More
Pipe Dia 150mm
101
-
-
... More
Pipe Dia 200mm
134
-
-
... More
Pipe Dia 250mm
158
-
-
... More
Pipe Dia 300mm
32
-
-
... More
Pipe Dia 400mm
115
-
-
... More
Pipe Dia 450mm
4
-
-
... More
Pipe Dia 500mm
4
-
-
... More
Pipe Dia 600mm
61
-
-
... More
Pipe Dia 800mm
25
-
-
... More
Pipe Dia 900mm
94
-
-
... More
Pipe Dia 1000mm
4
-
-
... More
Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer
-
-
-
... More
Bituminous Road
100597
-
-
... More
CC Road
2931
-
-
... More
BOE Road
9568
-
-
... More
Interlocking Road
2574
-
-
... More
Restoration of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer.
-
-
-
... More
Bituminous Road
100597
-
-
... More
CC Road
2931
-
-
... More
BOE Road
9568
-
-
... More
Interlocking Road
2574
-
-
... More
Construction of single tap pillar type stand post as per type design as per instructions of Engineer
653
-
-
... More
Survey, Investigation, Design, Drawing, Planning, Construction as per latest I.S. CODE, for Nala crossing, including excavation in soil mixed with moorum, shingle, kankar, soft rock, hard rock for foundation, dewatering and diveration of water, PCC M-15 for bedding, RCC M-25 for foundation/piles, pedestral, MS claps of required width and thickness with one coats of anticorrosive paint and over it two coats of oil painting, including all fastening arrangement nut and bolts, all type steel bars of approved quality and cement as approved by the employer, Mild Steel or iron work, other unforeseen Items, site clearance, etc., as per detailed design and drawing or as directed by Engineer-in-charge
-
-
-
... More
Nallah Crossing RCC Pier over pile cap and pile
-
-
-
... More
Up to 65 mm - 100 mm dia
84
-
-
... More
150mm - 200 mm dia
222
-
-
... More
250mm - 300 mm dia
127
-
-
... More
350mm - 400 mm dia
115
-
-
... More
450mm - 500 mm dia
55
-
-
... More
600mm - 700 mm dia
120
-
-
... More
Nallah Crossing with RCC Pedestral
-
-
-
... More
Size 400 mm X 300 mm X 900 mm
90
-
-
... More
Size 450 mm X 300 mm X 900 mm
111
-
-
... More
Size 500 mm X 300 mm X 900 mm
170
-
-
... More
Size 550 mm X 300 mm X 900 mm
281
-
-
... More
Size 600mm X 300mm X 1000 mm
254
-
-
... More
Size 700mm X 300mm X 1000 mm
617
-
-
... More
Size 750mm X 300mm X 1000 mm
29
-
-
... More
Size 900mm X 300m mm X1000 mm
132
-
-
... More
Size 1000mmX300mX1000 mm
98
-
-
... More
Size 1100 mm X 300m X 1000 mm
50
-
-
... More
Road Crossing with open cut - Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 with appropriate size, with rubber ring joint, sand filling in gap inside RCC pipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer.
-
-
-
... More
50 mm dia. Pipe
1104
-
-
... More
65-100 mm dia. Pipe
1500
-
-
... More
125-150 mm dia. Pipe
1600
-
-
... More
200 mm dia. Pipe
1350
-
-
... More
250 mm dia. Pipe
750
-
-
... More
300 mm dia. Pipe
450
-
-
... More
350 mm dia. Pipe
350
-
-
... More
400 mm dia. Pipe
214
-
-
... More
450-500 mm dia. Pipe
350
-
-
... More
600 mm dia. Pipe
184
-
-
... More
800 mm dia. Pipe
154
-
-
... More
900 mm dia. Pipe
110
-
-
... More
Survey, Investigation, Design, Drawing, Planning, Construction as per latest I.S. CODE, for River crossing, including excavation in soil mixed with moorum, shingle, kankar, soft rock, hard rock for foundation, dewatering and diveration of water,construction of coffer dam, PCC M-15 for bedding, RCC M-30 grade for foundation/raft/piles, RCC M-30 grade for pedestral & chairs, MS clamps of required width and thickness, including all fastening arrangement nut and bolts, all type steel bars of approved quality and cement as approved by the employer, Mild Steel or iron work, stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc other unforeseen Items, site clearance, etc. as per detailed design and drawing or as directed by Engineer-in-charge
-
-
-
... More
RCC Pier over pile cap and pile for dia up to 100mm - 200mm
100
-
-
... More
Survey site Investigation Planning , design Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ), Road for of required dia Rising main pipe with casing pipe as required for proper completion of work also including security money deposited to State Road department and Execution of all work in the present of State Road staff / Engineers including of supply of required dia MS carrier pipe and required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit, Dewatering arrangement, Supporting system for soil, also including supply and fixing of 2 no Sluice valve ISI Mark, construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe, as per specification given in the bid documents including supply of all materials, labour T&P etc. for proper completion of work as per instruction of Engineer.
-
-
-
... More
Road Crossing
-
-
-
... More
50 mm
100
-
-
... More
65 mm
100
-
-
... More
80mm
61
-
-
... More
100mm
100
-
-
... More
125 mm
100
-
-
... More
150mm
100
-
-
... More
200mm
100
-
-
... More
250mm
98
-
-
... More
300mm
100
-
-
... More
450mm
17
-
-
... More
Railway Crossing
-
-
-
... More
500mm
60
-
-
... More
Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe & average 10.0 mtr. MDP Pipe including specials, Brass ferrule, Saddle clamp etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer
121719
-
-
... More
Construction of 1.5 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer
8042
-
-
... More
Supply and fixing of 3.6 m x 1.50 m MS gate including fabrication and supply of steel and construction of bounary wall pillars of size 1.5mx0.30mx0.30m with ornamental brick work 115mm th. around RCC, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer
42
-
-
... More
Supply and fixing of 1.5m wide MS wicket gate including fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer
42
-
-
... More
Construction of Brick on edge pavement for approach to water works/ ESR, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.
20865
-
-
... More
Construction of semi circular 300 mm dia drain for water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials, labour, T&P etc.required for proper completion of work as per instructions of Engineer
2530
-
-
... More
Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer (Provisional)
55084
-
-
... More
Available earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer (Provisional)
316390
-
-
... More
Soft landscaping works including providing and planting of decorative plants, ground cover, shrubs in ground by mixing good soil with manure/ sludge, spraying insecticides & pesticides all materials, labour T&P etc. required for completion of the work. including levelling, dressing and filling of earth where necessary for develop of water work site. (Good soil will be paid seperately)
73445
-
-
... More
Guard Room-Supply of all materials labour T&P etc. compete and construction of Guard Room of 2m x 2.5m x 2.6m ht. at site of RCC CWR
1
-
-
... More
SINGLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendent as per departmental type design attached with tender documents SINGLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendent as per departmental type design attached with tender documents including excavation in foundation in ordinary soil/ kanker/ morrum/ soft rock/hard rock,PCC 1:4:8 with cement local sand and 40mm guage ballastFirst class brick work in 1:4 cement and sand mortar, 12 mm thick plaster in 1:6 cement and sand mortar,mild steel or iron work ,supply and filling of carted earth up to plinth level ,25mm thick 1:2:4 plain cement concrete floor and 45 cm wide apron with 2 cm guage stone ballast laid in pannels,finished with 3 mm floating coat of neat cement and 75 mm thick base concrete 1:4:8 ,supply and fiximg of 3mm thick glass strip of 25 mm width in joint ,MS angle iron chaukhat 40x40x5mm size ,40 mm thick ISI flush door shesham wood,window shutter ,HDPE Tank of 500 liter capacity ,galvanized mosquito proof heavy quality iron wire guage 1.50mm mesh over window with wood batten 50x12 mm and snowcem painting two coat over one priming coat using approved colour and shade and white washing of ceiling of staff quarters and internal wiring of staff quarter as per direction of EIC,construction of Septic tank sanitary works with fixtures,pipes etc. and all type of plumbing work in kitchen ,bathroom and W/C, with supply of all materials ,labours , tools and plants etc all complete as per direcdtion of EIC
22
-
-
... More
DOUBLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendent as per departmental type design attached with tender documents including excavation in foundation in ordinary soil/ kanker/ morrum/ soft rock/hard rock,PCC 1:4:8 with cement local sand and 40mm guage ballastFirst class brick work in 1:4 cement and sand mortar, 12 mm thick plaster in 1:6 cement and sand mortar,mild steel or iron work ,supply and filling of carted earth up to plinth level ,25mm thick 1:2:4 plain cement concrete floor and 45 cm wide apron with 2 cm guage stone ballast laid in pannels,finished with 3 mm floating coat of neat cement and 75 mm thick base concrete 1:4:8 ,supply and fiximg of 3mm thick glass strip of 25 mm width in joint ,MS angle iron chaukhat 40x40x5mm size ,40 mm thick ISI flush door shesham wood,window shutter ,HDPE Tank of 500 liter capacity ,galvanized mosquito proof heavy quality iron wire guage 1.50mm mesh over window with wood batten 50x12 mm and snowcem painting two coat over one priming coat using approved colour and shade and white washing of ceiling of staff quarters and internal wiring of staff quarter as per direction of EIC,construction of Septic tank sanitary works with fixtures,pipes etc. and all type of plumbing work in kitchen ,bathroom and W/C, with supply of all materials ,labours , tools and plants etc all complete as per direcdtion of EIC
4
-
-
... More
Water Testing Kits and Essential Equipments (As per the specifications attached in the Tender Document of Uniform Drinking Water Quality Protocol, GOI, 2013)
-
-
-
... More
Survey ,Investigation, Planing, Design, Drawing as per latest I.S. CODE and/or Annexure VI of Uniform Drinking Water Quality MoniLeduking Protocol, GOI, 2013 and Supply of all material, labour T&P etc. and establishment of Laboratory for Testing of water. and construction of Labortory room of size 80sqm (including Wet Chemistry Lab(40sqm), Microbiology Room(10sqm) and Office room(10sqm) and storage room(20sqm) with Glass Partitions) as per design including excavation in foundation in ordinary soil/ kanker/ morrum/ soft rock/hard rock,PCC 1:4:8 with cement local sand and 40mm guage ballastFirst class brick work in 1:4 cement and sand mortar, 12 mm thick plaster in 1:6 cement and sand mortar,mild steel or iron work ,supply and filling of carted earth up to plinth level ,25mm thick 1:2:4 plain cement concrete floor and 45 cm wide apron with 2 cm guage stone ballast laid in pannels,finished with 3 mm floating coat of neat cement and 75 mm thick base concrete 1:4:8 ,supply and fiximg of 3mm thick glass strip of 25 mm width in joint ,MS angle iron chaukhat 40x40mm size ,40 mm thick ISI flush door,window shutter ,HDPE Tank of 500 liter capacity ,galvanized mosquito proof heavy quality iron wire guage 1.50mm mesh over window with wood batten 50x12 mm and snowcem painting two coat over one priming coat using approved colour and shade and white washing of ceiling of staff quarters and internal wiring of Labortory room as per direction of EIC,construction of Septic tank sanitary works with fixtures,pipes etc. and all type of plumbing work in kitchen ,bathroom and W/C, with supply of all materials ,labours , tools and plants etc all complete as per direcdtion of EIC ( 80sqm).
1
-
-
... More
Essential Equipments (As per the specifications attached in the Tender Document )for Chemical Testing and Microbiological Testing
-
-
-
... More
Computer
1
-
-
... More
U.P.S.
1
-
-
... More
Inverter (Back Up Time 3 hrs)
1
-
-
... More
A.C. ( As per specification)
1
-
-
... More
pH meter
1
-
-
... More
Thermometer
1
-
-
... More
Turbidity Meter
1
-
-
... More
TDS Meter
1
-
-
... More
Hot Air Oven
2
-
-
... More
DO Meter
1
-
-
... More
Fluoride Ion Meter
1
-
-
... More
Spectrophotometer
1
-
-
... More
Pipette aid
2
-
-
... More
Quartz Double Distillation Plant
1
-
-
... More
Weighing Balance
1
-
-
... More
Online UPS
1
-
-
... More
Magnetic Stirrer
1
-
-
... More
Water Bath
1
-
-
... More
Fume Cup Board
1
-
-
... More
Bottle top dispenser
1
-
-
... More
Filtration assembly for chemical analysis
1
-
-
... More
Rectangular Hot Plate
1
-
-
... More
Incubator
1
-
-
... More
Autoclave
1
-
-
... More
Laminar Air Flow
1
-
-
... More
Colony Counter
1
-
-
... More
FIltration assembly for Microbiological Analysis
1
-
-
... More
Micropipette
1
-
-
... More
Microscope
1
-
-
... More
Refrigerator(Capacity-300L)
1
-
-
... More
100 ml Beaker
20
-
-
... More
200 ml Beaker
5
-
-
... More
500 ml Beaker
2
-
-
... More
1000 ml Beaker
2
-
-
... More
2000 ml Beaker
2
-
-
... More
50 ml Conical
10
-
-
... More
100 ml Conical
10
-
-
... More
250 ml Conical
10
-
-
... More
5 ml Measuring Flask
5
-
-
... More
10 ml Measuring Flask
5
-
-
... More
25 ml Measuring Flask
5
-
-
... More
50 ml Measuring Flask
5
-
-
... More
100 ml Measuring Flask
5
-
-
... More
250 ml Measuring Flask
5
-
-
... More
DO Bottle 1 litre
5
-
-
... More
0.1 ml Pipettes
2
-
-
... More
1 ml Pipettes
2
-
-
... More
5 ml Pipettes
2
-
-
... More
10 ml Pipettes
2
-
-
... More
20 ml Pipettes
2
-
-
... More
50 ml Burette
2
-
-
... More
20 ml Test Tube with out Rim
50
-
-
... More
Petridish 3 cm dia
20
-
-
... More
10 ml Measuring Cylinder
5
-
-
... More
25 ml Measuring Cylinder
5
-
-
... More
50 ml Measuring Cylinder
5
-
-
... More
100 ml Measuring Cylinder
5
-
-
... More
Glass Rods
5
-
-
... More
Dessicator
1
-
-
... More
Digestor
1
-
-
... More
Supply and fixing of Electromagnetic Flow Water Meter (with totalizer) for measurement of bulk flow at outlets of every pump stations and inlets of CWRs/OHTs including construction of RCC/RB chambers of required size and as per instrucions of Engineer Incharge.
-
-
-
... More
800 mm dia
2
-
-
... More
700 mm dia
8
-
-
... More
500 mm dia
4
-
-
... More
450 mm dia
2
-
-
... More
400 mm dia
2
-
-
... More
350 mm dia
2
-
-
... More
300 mm dia
2
-
-
... More
250 mm dia
5
-
-
... More
200 mm dia
15
-
-
... More
150 mm dia
25
-
-
... More
80 mm dia
1
-
-
... More
Supply & Fixing of Flow control valve/Diaphragm Valve/Altitude control valve, including construction of RCC/RB chambers of required size and as per instrucions of Engineer Incharge.
-
-
-
... More
100mm dia
1
-
-
... More
150 mm dia
3
-
-
... More
200 mm dia
2
-
-
... More
250 mm dia
2
-
-
... More
300 mm dia
2
-
-
... More
350 mm dia
4
-
-
... More
400 mm dia
7
-
-
... More
500 mm dia
3
-
-
... More
600 mm dia
2
-
-
... More
700 mm dia
2
-
-
... More
800 mm dia
1
-
-
... More
1000 mm dia
1
-
-
... More
Supply and installation of Pressure Feed Type Chlorinating Dozer of given capacity complete with Rota-meter, regulating valves, dosing pipe of reputed make and other related accessories including for manual mixing of bleaching powder for following Zones. for following Zones :
-
-
-
... More
GLR-2, Chhapaka to OHSR 12A Chhapaka 40 GL
1
-
-
... More
GLR-2, Chhapaka to OHSR 12A Chhapaka 16GL
1
-
-
... More
GLR-2, Chhapaka to OHSR 12 Awayee 40GL
1
-
-
... More
GLR-2, Chhapaka to OHSR 12 Awayee 8 GL
1
-
-
... More
GLR-9 to OHSR-11A 40 GL
1
-
-
... More
GLR-2, Chhapaka to OHSR 9 Tilauli 40 GL
1
-
-
... More
GLR-2, Chhapaka to OHSR 9 Tilauli 8GL
1
-
-
... More
GLR-4 Ganguar to OHSR 8A 40 GL
1
-
-
... More
GLR-4 Ganguar to OHSR 8A 16GL
1
-
-
... More
GLR-4 Ganguar to OHSR 8 Bargawn 24 GL
1
-
-
... More
GLR-5 Papi to OHSR 7 40 GL
1
-
-
... More
GLR-5 Papi to OHSR 7 24GL
1
-
-
... More
GLR-5 Papi to OHSR 8B 40GL
1
-
-
... More
GLR-11 to OHSR-6A 32GL
1
-
-
... More
GLR-11 to GLR-12 40GL
2
-
-
... More
GLR-11 to GLR-12 32GL
1
-
-
... More
GLR-12 to OHSR-7A 32GL
1
-
-
... More
GLR-12 to OHSR-7B & OHSR 6B 40GL
2
-
-
... More
GLR-12 to OHSR-7B & OHSR 6B 8GL
1
-
-
... More
GLR-6 to OHSR 4 40GL
1
-
-
... More
GLR-6 to OHSR-6 40GL
1
-
-
... More
GLR-7 to OHSR-5 & OHSR 5A 40GL
2
-
-
... More
GLR-7 to OHSR-5 & OHSR 5A 8GL
1
-
-
... More
GLR-8 to OHSR-10 40GL
1
-
-
... More
GLR-8 to OHSR-9A 40GL
1
-
-
... More
GLR-8 to OHSR-9A 32GL
1
-
-
... More
GLR-8 to OHSR 5B 40GL
1
-
-
... More
GLR-13 to OHSR-3B 40GL
1
-
-
... More
GLR-13 to OHSR-3B 8GL
1
-
-
... More
GLR-14 to OHSR-3A 32GL
1
-
-
... More
GLR-14 to OHSR-4A 32GL
1
-
-
... More
GLR-14 to OHSR-11B 32GL
1
-
-
... More
GLR-9 to OHSR-10A 40GL
1
-
-
... More
GLR-9 to OHSR-10A 8GL
1
-
-
... More
GLR-9 to OHSR-2A & OHSR-2 Deoghar 40GL
2
-
-
... More
GLR-9 to OHSR-2A & OHSR-2 Deoghar 8GL
1
-
-
... More
GLR-9 to OHSR-3 Satohan 40GL
1
-
-
... More
GLR-9 to OHSR-3 Satohan 16GL
1
-
-
... More
GLR-10 to OHSR-11 24GL
1
-
-
... More
GLR-15 to OHSR-1 40GL
1
-
-
... More
GLR-15 to OHSR-1 8GL
1
-
-
... More
GLR-15 to OHSR-1A 16GL
1
-
-
... More
GLR-15 to OHSR-1B 24GL
1
-
-
... More
from GLR-2 Adalganj to OHSR-3 Adalganj 40GL
3
-
-
... More
from GLR-2 Adalganj to GLR-3 Bhbhaech 8GL
2
-
-
... More
from GLR-2 Adalganj to GLR-3 Bhbhaech 40GL
1
-
-
... More
from GLR-3 Bhbhaech to OHSR-2 Bhbhaech 32 GL
1
-
-
... More
from GLR-3 Bhbhaech to OHSR-2 Bhbhaech 40GL
1
-
-
... More
from GLR-3 Bhbhaech to OHSR-1 Belcupp 40GL
1
-
-
... More
from GLR-4 Rudawali to OHSR-5 Rudawali 8 GL
1
-
-
... More
from GLR-4 Rudawali to OHSR-4 Markundi 32GL
1
-
-
... More
Providing and Installation of 415 V Diesel Generator set with alternator as per the manufacturers specification, Single/multi runs of PVC insulated & PVC sheathed / XLPE power cable of 1.1 KV grade of required size laying in ground including excavation, sand cushioning, protective covering and refilling the trench, End termination with brass compression gland and aluminium lugs for said cable, D G set Earthing with 600 x 600 x 3 mm copper plate with 40 mm dia x 4.5 mtrs long G.I. vertically pipe having 12 mm dia holes spaced 5 mm apart drilled upto 2 mtr from the bottom complete vertically with its top at least 3 mtrs below ground level with earthing lead of No.6 to 8 SWG GI wire / G I Strip in GI Pipe upto DG set, 30 cm square C.I. box with hinged cover masonry enclosure, funnel at top, alternate layers of charcoal/ coke and salt at least 150 mm thick around G I Pipe etc complete, Rate of D G Set including transportation, loading and unloading complete with all above materials, Also Construction of RCC DG Foundation with Galvanized iron roofing 0.63 mm thick shed supported with RCC pillar complete including all labour, material as per the detailed drawing and specification or as per the direction of the Engineer
-
-
-
... More
DG SET
-
-
-
... More
Intake well - 1250 KVA
1
-
-
... More
WTP @ PATWADH 2 1250 KVA
1
-
-
... More
CWR1A 1500 KVA
1
-
-
... More
MARKUNDI VILLAGE - GLR-1A 2500 KVA
1
-
-
... More
MARKUNDI VILLAGE - GLR-1B 2500 KVA
1
-
-
... More
CHHAPAKA VILLAGE-GLR-2 225 KVA
1
-
-
... More
GANGUR VILLAGE-GLR-4 750 KVA
1
-
-
... More
PAPI VILLAGE - GLR-5 365 KVA
1
-
-
... More
BHARAWAH VILLAGE - GLR-6 180 KVA
1
-
-
... More
UNCHIDIH VILLAGE - GLR-8 600 KVA
1
-
-
... More
SIDDHI VILLAGE - GLR-7 500 KVA
1
-
-
... More
KHUTHA VILLAGE-GLR-9 365 KVA
1
-
-
... More
PEROHA VILLAGE-GLR-10 - 180 KVA
1
-
-
... More
AMAULIA GLR 11 180 KVA
1
-
-
... More
BHWANIPUR GLR 12 - 225 KVA
1
-
-
... More
GLR 13 CAMPUS - 275 KVA
1
-
-
... More
GLR 14 CAMPUS -140 KVA
1
-
-
... More
GLR 15 CAMPUS - 140 KVA
1
-
-
... More
PATWADH CWR - 400 KVA
1
-
-
... More
ADALGANJ GLSR 2 - 180 KVA
1
-
-
... More
BHBHAECH GLSR-3 - 125 KVA
1
-
-
... More
RUDAWALI GLSR-4 - 90 KVA
1
-
-
... More
Supply, installation, testing and commissioning of L T panels comprising of A.C.B / M.C.C.B . /M.C.B suitable C.Ts operated ampere meter, On/Off indicator selector switch and internal wiring etc."&" complete including Amp meter, Voltmeter, frequencymeter, P.F. meter, Capacitor, single phasing preventer, Selector switch, fuses etc -1 set. enclosed in 16 guage CRCA sheet metal work, doors, busbars, gaskets for doors, painting, feeder designation etc., Single / multi runs of PVC insulated & PVC sheathed / XLPE power cable of 1.1 KV grade of required size laying in ground including excavation, sand cushioning, protective covering and refilling the trench, End termination with brass compression gland and aluminium lugs for said cable, complete. Earthing with 600 x 600 x 3 mm copper plate with 40 mm dia x 4.5 mtrs long G.I. vertically pipe having 12 mm dia holes spaced 5 mm apart drilled upto 2 mtr from the bottom complete vertically with its top at least 3 mtrs below ground level with earthing lead of No.6 to 8 SWG GI wire / G I Strip in GI Pipe upto L T Panel, 30 cm square C.I. box with hinged cover masonry enclosure, funnel at top, alternate layers of charcoal/ coke and salt at least 150 mm thick around G I Pipe etc complete including all labour, material as per the detailed drawing. Internal concealed electrification with 1.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 nos. 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect. C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket and specification or as per the direction of the Engineer. as minimum requirement for complition of work as item mention below
-
-
-
... More
Intake well Incomer 3200 A - 2 nos, bus-coupler 3200 A - 1 no , motor feeder-500A capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
WTP @ PATWADH 2 Incomer 2500 A - 2 nos, bus-coupler 2500 A - 1 no , motor feeder- 2000A , WTP Feeder 2500A Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
CWR1A Incomer4000 A - 2 nos, bus-coupler 4000 A - 1 no , Motor feeder- 500A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
MARKUNDI VILLAGE - GLR-1A Incomer 4000 A - 2 nos, bus-coupler 4000 A - 1 no , Motor feeder- 500A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
MARKUNDI VILLAGE - GLR-1B Incomer 4000 A - 2 nos, bus-coupler 4000 A - 1 no , Motor feeder- 500A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
CHHAPAKA VILLAGE-GLR-2 Incomer 500 A - 2 nos, bus-coupler 500 A - 1 no , Motor feeder- 100A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
GANGUR VILLAGE-GLR-4 Incomer 1400 A - 2 nos, bus-coupler 1400 A - 1 no , Motor feeder-320A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
PAPI VILLAGE - GLR-5 Incomer 800 A - 2 nos, bus-coupler 800 A - 1 no , Motor feeder-100A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
BHARAWAH VILLAGE - GLR-6 Incomer 400 A - 2 nos, bus-coupler400 A - 1 no , Motor feeder- 100A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
UNCHIDIH VILLAGE - GLR-7 Incomer 1250 A - 2 nos, bus-coupler 1250 A - 1 no , Motor feeder- 200A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
SIDDHI VILLAGE - GLR-8 Incomer 1250 A - 2 nos, bus-coupler 1250 A - 1 no , Motor feeder- 160A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
KHUTHA VILLAGE-GLR-9 Incomer 800 A - 2 nos, bus-coupler 800 A - 1 no , Motor feeder- 100A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
PEROHA VILLAGE-GLR-10 Incomer 400 A - 2 nos, bus-coupler 400 A - 1 no , Motor feeder- 100A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
AMAULIA GLR 11 Incomer 250 A - 2 nos, bus-coupler 250 A - 1 no , Motor feeder- 100A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
BHWANIPUR GLR 12 Incomer 500 A - 2 nos, bus-coupler 500 A - 1 no , Motor feeder- 100A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
GLR 13 CAMPUS Incomer 630 A - 2 nos, bus-coupler 630 A - 1 no , Motor feeder- 125A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
GLR 14 CAMPUS Incomer 320 A - 2 nos, bus-coupler 300 A - 1 no , Motor feeder- 125A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
GLR 15 CAMPUS Incomer 320 A - 2 nos, bus-coupler 320 A - 1 no , Motor feeder- 50A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
PATWADH CWR Incomer 1000 A - 2 nos, bus-coupler 1000 A - 1 no ,Motor feeder- 160A , WTP Feeder 1000A Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
ADALGANJ GLSR 2 Incomer 400 A - 2 nos, bus-coupler 400 A - 1 no , Motor feeder- 80A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
BHBHAECH GLSR-3 Incomer 250 A - 2 nos, bus-coupler 250 A - 1 no , Motor feeder- 80A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
RUDAWALI GLSR-4 Incomer 200 A - 2 nos, bus-coupler 200 A - 1 no , Motor feeder- 50A , Capacoitor feeder , lighting feeder, Spare feeder
1
-
-
... More
Design, Engineering, supply, Installation, Testing and commissioning of Automation & SCADA (PLC GSM based) system to Control water supply in OHT and ventilation inside pumping station electrical room.
-
-
-
... More
Intake
1
-
-
... More
WTP/CWR
1
-
-
... More
GLR
3
-
-
... More
GLR & OHSR
14
-
-
... More
OHSR
23
-
-
... More
Sufficient number of lights and around Water works compound external/street lightening system - Solar based LED (110 to 130 Watts) with poles of 9.00 m long, foundation in 1:3:6, Including solar pannel & wiring etc. all complete as per directions of the Engineer.
32
-
-
... More
Subtotal of Part (A)
-
-
-
... More
Operation and Maintenance of whole water Supply system constructed under this work, after completion of trial run for providing continous water supply in the covered area and households @ 55 lpcd at the minimum residual pressure of 7 M.
-
-
-
... More
Fixed operation charges
-
-
-
... More
Year-1 (During defect liabilities period)
1
-
-
... More
Year-2
1
-
-
... More
Year-3
1
-
-
... More
Year-4
1
-
-
... More
Year-5
1
-
-
... More
Year-6
1
-
-
... More
Year-7
1
-
-
... More
Year-8
1
-
-
... More
Year-9
1
-
-
... More
Year-10
1
-
-
... More
Subtotal of Part (B)
-
-
-
... More
Total (Part A + Part B)
-
-
-
... More
1. The contractor shall quote the rate inclusive of all taxes (excluding GST)
-
-
-
... More
2. GST applicable amount will be paid extra based onsubmission of original challans reciepts from the concerned authorities
-
-
-
... More
3. Standard drawings are available with the employer and bidders are allowed to review the same.
-
-
-
... More
4. Per meter rate will be arrived based on quoted rate by total height of Jackwell . So, for Variation of increase/ decrease in height of Jackwell will be paid/ recovered on arrived per meter rate.
-
-
-
... More
5. Per MLD rate will be arrived based on quoted rate by total capacity. So, for Variation of increase/ decrease in capacity in terms of MLD of WTP will be paid/ recovered on arrived per MLD rate.
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements