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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.0 Cr+₹3.7 L (0.93%)Admitted-Finance | ₹4.0 Cr+₹3.7 L (0.93%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ms R K Gupta and Co L1 | Fadle Chem Private Limited L2 |
|---|---|---|---|---|---|
| 1.00 | RAPID SAND FILTERATION PLANT (Capacity 5000 GPH) Design, drawing,fabrication,construction, instalation and commissioning of 5000 GPH capacity Rapid Sand Gravity Filter Plant under (Turn Key bases) using stainless steel grade SS 304 all welded wedge wire screen pipe as per IS 8110 internal part of screen pipe lateral should be duly assembled with HDPE/PVC base pipe duly perforated covered & screen should not have any circumferential or longitudinal joints in screen section. The screen opening should be 200 to 300 microns to faclitate the direct retention of filter media and must be designed to suit filtrate rate upto 4.8m^3/hr/m^2 of bed area. The under-drain system should be equipped separate air back wash system for each lateral. The filter bed should have central and side channel in RCC/MS for smooth traveling of backwash water/The Water Treatment Plant consisting of static mixture, Flocculation of tank, chemical dosing system for PAC/Alum, multi-grade gravity filter with best quality filter charging materials including all fittings like valve and other special fittings, filter feed pump, Mcc, cabling, cost of providing and applying epoxy paint on the exposed equipment , including necessary testing and commissioning and trail run for 1 (one) year.Design, Drawing, Construction and commissioning of treated RCC clear water storage tank of 10000 Gallons capcity in M-25 concrete mix (Spherical Shape) Incl all type of carriages with leads and lifts (Clear storage Ht. 3.50 Mtr.) & provision for manhole covering, Steel stairs, possible measuring gauge, inlet, outlet , overflow and wash out pipes (100 mm dia) complete Job have to be executed as CPHEEO norms/BIS Specifications on turn key basis. | 1 | Job | 49,00,000 ₹49,00,000 | 11,00,000 ₹11,00,000 Lowest |
| 2.00CHECK DAM AND INTAKE STRUCTURE | |||||
| 2.01 | Design, Drawing, Construction of RCC Intake structure on the bank of nallah upto required depth to have suficent storage and to ensure inflow of underground water of discharge of 5000 GPH. | 1 | Job | 12,00,000 ₹12,00,000 Lowest | 25,00,000 ₹25,00,000 |
| 2.02 | Desighn, Drawing, Construction of RCC Check Dam across the breadth of nallah with foundation below scourcing depth and along with wing walls on the both ends and protection work along banks upstream and downdstream of the Check Dam. | 1 | Job | 6,00,000 ₹6,00,000 Lowest | 25,00,000 ₹25,00,000 |
| 3.00 | Bore-Well (Discharge 3500 GPH)Drilling of 200 mm dia bore-well by using ODEX/ Drilling Method having minimum safe discharge of 3500 GPH upto required depth (minimum 130 BGL mtr and further technically feasible depth) for acquiring desired discharge including lowering of 200 mm dia MS casing pipes 7.1 mm thickness and providing / fixing of casing drive shoe including cost of 200 mm dia ERW M.S. casing pipes 7.1 mm thickness Development of bore by air compressor of adequate capacity till the clear portable water free from sand and other impurities along with clearance of site by way of bush cutting, making approach road , shiting of machinery, tools and tackle and all material prepration of site ,Stablization and testing of bore-well by way of pumping for maximum four days using verticl turbine pump / submersible pump set till the clear portable drinking water is achived including the yield test .Fabrication, Providing and fitting of steel supporting clamps. | 1 | Job | 16,00,000 ₹16,00,000 Lowest | 25,00,000 ₹25,00,000 |
| 4.00 | Pump Room Building (Size 7.95 x 3.70 x 3.65 M)Design, drawing and construction of Pump Room Building covering design for permissible seismic effects (size 7.95 m x 3.70 m , height 3.65 mtr) with mass concrete in foundation, brick walls and RCC roofings along with insulated floor mating, painting & writings, electric fittings, steel girders, drainage, Plumbing, sanitation and water supply | 5 | Nos. | 11,50,000 ₹57,50,000 Lowest | 11,66,000 ₹58,30,000 |
| 5.00Pipe Works: Providing, Laying & fitting of G.I pipes( of any make as per Bureau of Indian Standard) for Rising main and Distribution system including clearance of site, earth work in excavation as per perscribed trenches and available classfiications of soil complete with cost & fixing of all required fittings / specials/ Gate Valves/Sluivce Valves/ Check Valves (ISI marked branded make) along with allied accessories, mainfolds, , fabrication /welding of joints weherever required, cutting/ crossing of roads / berm surfaces, lanes and drains including restoration of same after laying of pipes .Refilling of earth back in trenches including disposal of surplus earth/mulba to designated place and carriages of all sorts complete with testing & commissioning (complete Job/rm). | |||||
| 5.01 | GI pipe 80mm dia (Light) (trench size 0.80 x 0.60) | 100 | Mtr. | 1,250 ₹1,25,000 Lowest | 1,950 ₹1,95,000 |
| 5.02 | GI pipe 65mm dia (trench size 0.60 x 0.60) | 7,100 | Mtr. | 860 ₹61,06,000 Lowest | 1,250 ₹88,75,000 |
| 5.03 | GI pipe 50mm dia (trench size 0.60 x 0.50) | 3,500 | Mtr. | 670 ₹23,45,000 Lowest | 1,200 ₹42,00,000 |
Tender Value
₹3.8 Cr
Closing Date
14 Jul 2021, 4:00 pmClosed
Executive Engineer Jal Shakti PHE DIvision Samba
Executive Engineer Jal Shakti, PHE Division Samba District Offices Complex Nandni Hills Samba
Please refer BOQ
2021_PHE_129585_1
PHES/70 of 2021-22
Open Tender
Civil Works - Water Works
Item Rate
180 days
Mohargarh Parthal, Samba
Please refer e-Nit and SBD
8 documents required · 8 mandatory
₹6,000
Executive Engineer Jal SHakti PHE Division Samba
Exempted
7 Aug 2021
5 Jul 2021
16 Jul 2021
5 Jul 2021
14 Jul 2021
5 Jul 2021
Amount
RAPID SAND FILTERATION PLANT (Capacity 5000 GPH) Design, drawing,fabrication,construction, instalation and commissioning of 5000 GPH capacity Rapid Sand Gravity Filter Plant under (Turn Key bases) using stainless steel grade SS 304 all welded wedge wire screen pipe as per IS 8110 internal part of screen pipe lateral should be duly assembled with HDPE/PVC base pipe duly perforated covered & screen should not have any circumferential or longitudinal joints in screen section. The screen opening should be 200 to 300 microns to faclitate the direct retention of filter media and must be designed to suit filtrate rate upto 4.8m^3/hr/m^2 of bed area. The under-drain system should be equipped separate air back wash system for each lateral. The filter bed should have central and side channel in RCC/MS for smooth traveling of backwash water/The Water Treatment Plant consisting of static mixture, Flocculation of tank, chemical dosing system for PAC/Alum, multi-grade gravity filter with best quality filter charging materials including all fittings like valve and other special fittings, filter feed pump, Mcc, cabling, cost of providing and applying epoxy paint on the exposed equipment , including necessary testing and commissioning and trail run for 1 (one) year.Design, Drawing, Construction and commissioning of treated RCC clear water storage tank of 10000 Gallons capcity in M-25 concrete mix (Spherical Shape) Incl all type of carriages with leads and lifts (Clear storage Ht. 3.50 Mtr.) & provision for manhole covering, Steel stairs, possible measuring gauge, inlet, outlet , overflow and wash out pipes (100 mm dia) complete Job have to be executed as CPHEEO norms/BIS Specifications on turn key basis.
CHECK DAM AND INTAKE STRUCTURE
Design, Drawing, Construction of RCC Intake structure on the bank of nallah upto required depth to have suficent storage and to ensure inflow of underground water of discharge of 5000 GPH.
Desighn, Drawing, Construction of RCC Check Dam across the breadth of nallah with foundation below scourcing depth and along with wing walls on the both ends and protection work along banks upstream and downdstream of the Check Dam.
Bore-Well (Discharge 3500 GPH)Drilling of 200 mm dia bore-well by using ODEX/ Drilling Method having minimum safe discharge of 3500 GPH upto required depth (minimum 130 BGL mtr and further technically feasible depth) for acquiring desired discharge including lowering of 200 mm dia MS casing pipes 7.1 mm thickness and providing / fixing of casing drive shoe including cost of 200 mm dia ERW M.S. casing pipes 7.1 mm thickness Development of bore by air compressor of adequate capacity till the clear portable water free from sand and other impurities along with clearance of site by way of bush cutting, making approach road , shiting of machinery, tools and tackle and all material prepration of site ,Stablization and testing of bore-well by way of pumping for maximum four days using verticl turbine pump / submersible pump set till the clear portable drinking water is achived including the yield test .Fabrication, Providing and fitting of steel supporting clamps.
Pump Room Building (Size 7.95 x 3.70 x 3.65 M)Design, drawing and construction of Pump Room Building covering design for permissible seismic effects (size 7.95 m x 3.70 m , height 3.65 mtr) with mass concrete in foundation, brick walls and RCC roofings along with insulated floor mating, painting & writings, electric fittings, steel girders, drainage, Plumbing, sanitation and water supply
Pipe Works: Providing, Laying & fitting of G.I pipes( of any make as per Bureau of Indian Standard) for Rising main and Distribution system including clearance of site, earth work in excavation as per perscribed trenches and available classfiications of soil complete with cost & fixing of all required fittings / specials/ Gate Valves/Sluivce Valves/ Check Valves (ISI marked branded make) along with allied accessories, mainfolds, , fabrication /welding of joints weherever required, cutting/ crossing of roads / berm surfaces, lanes and drains including restoration of same after laying of pipes .Refilling of earth back in trenches including disposal of surplus earth/mulba to designated place and carriages of all sorts complete with testing & commissioning (complete Job/rm).
GI pipe 80mm dia (Light) (trench size 0.80 x 0.60)
GI pipe 65mm dia (trench size 0.60 x 0.60)
GI pipe 50mm dia (trench size 0.60 x 0.50)
GI pipe 40mm dia (trench size 0.50 x 0.40)
Interconnections of Rising Main and Distribution Systen incl. fabrication works and valve pits
Providing/Installation of household connections
Supply , installation. testing and commissioning of Flow Metering System (ISI Marked with reputed branded for make to be approved by Engineer -in -Incharge )
Storage Tanks (Cap 10000 Gallons):Design , Drawing , construction and comissioning of RCC 10,000 Glns capacity Sump Tank/GSR/ collection Tank spherical shape (ht. 3.50 mtr excl. free board) with dome shaped roof covering , provision & fixing of manhole covering, Steel Stairs, measuring gauge including inlet ,outlet, overflow and wash out G.I. pipes (80 mm dia) embeded in cement concrete along with allied works complete in all respects with M-25 concrete mix
Storage Tanks (Cap 5000 Gallons):Design , Drawing , construction and comissioning of RCC 5000 Glns capacity Sump Tank/GSR/ collection Tank spherical shape (ht. 3.00 mtr excl. free board) with dome shaped roof covering with provision & fixing of manhove covering, Steel Stairs, measuring gauge including inlet / outlet G.I. pipes embeded in cement concrete complete in all respects.
Mechanical Works:
Filtration Plant Chilla Danga :Providing, Installation, testing and commissioning of 02 Nos. HC pumps of parameters 5000 GPH x 250 mtr head (of any make as per Bureau of Indian Standard) preferbly low speed prime movers with automatic control panel and provision of manual starter , 01 No. voltage stablizer 150 KVA (ISI Marked make) alongwith and creation/erection 100 KVA (Level 2) eletcric sub-staion from existing HT source to proposed site , 02 No. submersibler pump set of parameters 5000 GPH x 150 mtr head ( 01 No. working + 01 No. standby) with automatic control panel and provision of standby manual starter .The pipes used for suction/ delivery and column pipes should be of MS pipes of standard make of suitable dia , electric cables / items should be of any make as per Bureau of Indian Standard, providing of 01 No. mono submersible pump set of parameter 3000 GPH x 24 mtr head for existing dug-well Complete job with allied works
Pumping Stage Ist - Providing, Installation, testing and commissioning of 02 Nos. HC pumps of parameters 5000 GPH x 200 mtr head (of any make as per Bureau of Indian Standard) preferbly low speed prime movers with automatic control panel and provision of manual starter , 01 No. voltage stablizer 100 KVA (ISI Marked make) , Providing, Installation, testing and commissioning of 01 No. HC pumps of parameters 5000 GPH x 200 mtr head along with 01 No. mono -submersible pump set of parameter 5000 GPH x 24 mtr head (of any make as per Bureau of Indian Standard) preferbly low speed prime movers with automatic control panel and provision of manual starter .The pipes used for suction/ delivery and column pipes should be of MS pipes of standard make of suitable dia , electric cables / items should be of any make as per Bureau of Indian Standard, Complete job with allied works
Pumping Stage 2nd :Providing, Installation, testing and commissioning of 01 No. HC pumps of parameters 5000 GPH x 250 mtr head (of any make as per Bureau of Indian Standard) preferbly low speed prime movers with automatic control panel and provision of manual starter ,01 No. voltage stablizer 100 KVA (ISI Marked make) .Complete job with allied works
Pumping Station Mohargarh: :Providing, Installation, testing and commissioning of 02 Nos. HC pumps of parameters 4000 GPH x 200 mtr head (of any make as per Bureau of Indian Standard) preferbly low speed prime movers with automatic control panel and provision of manual starter ,01 No. voltage stablizer 100 KVA (ISI Marked make) upgradation of existing electric sub-station by way of replacing damaged cables and earthing to the electrical equipments Complete job with allied works
Fencing/Compound Wall
Design, drawing, providing and construction of Chain link fencing all around the Civil Structures (av. Area 90.00 sqm).
Design, drawing, providing and construction of Compound wall (covering seismic effects) around the pheriphery of the station (avg. covering area 600 sqm), Development of Pumping station inclusive drainage of overflowing water & catchment, outer Illumination by Halogen Lights (minium 4 to 6 Nos), erection of sign board & levelling of ground / land scaping and plantings with provision of Rain Water Conservation depending on site conditions at Spots.
Providing and construction of ropeway crossing
Fadle Chem Private Limited
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