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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹2.4 CrAccepted-AOC | ₹2.4 Cr | 1st | Accepted-AOC L1 |
| 2 | 2nd₹2.5 Cr+₹11.7 L (4.92%)Rejected-Finance | ₹2.5 Cr+₹11.7 L (4.92%) | 2nd | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹5.2 L
Closing Date
16 Jan 2023, 5:00 pmClosed
EE UJS Nainital
Executive Engineer Uttarakhand Jal Sansthan Nagar Palika Building, 2nd Floor, Mallital, Nainital, Uttarakhand
Strengthening of Bhawanipur (Bhumiyadhar) Water Supply Scheme in Bhimtal, Nainital
2023_UKJS_53657_12
2532/E-Tender/38 Date 13-12-2022
Open Tender
Civil Works
Item Rate
120 days
Nainital
As Per NIT
3 documents required · 3 mandatory
₹5,900
EE UJS Nainital
₹5.2 L
11 Oct 2023
6 Jan 2023
18 Jan 2023
6 Jan 2023
16 Jan 2023
6 Jan 2023
Amount
Construction of Steel Intake Chamber 60cmx60cm at Tapping Point for collection of water including all material labour and T&P etc complete.
Construction of R.C.C Roughening filter Cum Screening Chamber including Supply of all material, labour, T&P etc.
Construction of Boulder filled gallery 4m including Intake Chambr supply of all materials,labour, T&P etc. complete.
Construction of R.C.C. Cross wall Gadhera tapping arrangement per running meter length excess over 4 meter gadhera including supply of all materials,labour, T&P etc. complete.
Construction of BPT Chamber Size 1x1m including supply of all materials,labour, T&P etc. complete.
Providing of all materials, carting from site store to site of work, laying & jointing of G.I. screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete.
15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 90%pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock
Soil mixed with boulder and bajri
Medium rock
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
15mm (T.P.10 kg/Sqcm)
20mm (T.P.10 kg/Sqcm)
Supply of all materials, labours, T&P etc and construct gate valve chamber (0.60x0.60x 0.75)as per type design complete.
Supply of all materials, labours, T&P etc and construct air valve chamber(0.90x0.90x 1.0) as per type design complete.
Providing of RR 1:6 Stone Masonry
Providing of RR Dry Stone Masonry
Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of chlorinator, cowl,outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting 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 .
Supply of FRP coated MS bucket type chlorinator of 25 ltr capacity with chlorination arrangements
P/FAMR Compatiable ClassB Water meter as per 7791994 or ISO 40642005,inferential type multijet and etc.
Supply of all material labour T&P etc and Making Ferrul Connection to Provide FHTC to the Consumers under JJM
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (90% of total length) a 8097 5 12 All kinds of soil.
Supply of MSERW Pipe Yst 210 Standerd as per BIS 1978 1982 of following size 65 mm dia 4.8mm thick
Carting of M.S.E.R.W. pipe 65 mm, 4.8 mm thick from site store to site of work Lowering in trenches making and cutting of edges on order to make proper length of pipes as per alignment. Making the joints of pipe with electric are welding in two layers in proper mananers as required
Make joints following dia nominal dai meter, flanged pipes and specials, nos including supply of jointing materials such as bolts and nuts, rubber insertion, while lead, testing etc complete.
65/80 mm dia
Supply of following fitings as per ISI of class 300 ASA ( Stage 1st and 2nd Pump House)
65 mm dia reflux valve
65 mm dia sluice/scour valve
Supply of Nut bolts and rubber packing
Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Including Nala Crossing Pillars
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Thermo?Mechanically Treated Bars ( taking 1% of RCC work)
Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4( cement :4 coarse) 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) 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 desig
Privision for road cutting and reintstatement of CC and bituminus road all work complete as directed by Engineerincharge. (Road crossing NH 87E)
Construction of RCC clear water Reservoir (CWR) of following capacity as per type design Provide all materials, labour T&p and construction following works in all repect complete.
100 KL RCC CWR
Provision for payment of Land aqusition
Cost of Boundrywall
Construction of Pump House
Supply of all materials, labour, T&P etc. for construction of pump house 3.00 m x 3.00 m size as per departmental type design.
Detail measurment and Abstruct of cost for Distribution Work
Providing of all materials, carting from site store to site of work, laying & jointing of G.I. screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete.
32mm dia
40mm dia
50mm dia
65mm dia
Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 90%pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock
Soil mixed with boulder and bajri
Medium rock
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end
40 mm nominal bore
50 mm nominal bore
65 mm nominal bore
Construction of Pillar type Stand Post as per type design including supply of all material, labour T&P etc.
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&Pand royaltiies etc.(As per PWD Uttarakhand specifications) For new CWR pipe line and pipe line pillar
Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4( cement :4 coarse) 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) 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 F.P.S. bricks
Old CWR Repairing
20mm thick plaster with cement and fine sand in proportion of 1:4 including racking of joints upto depth of 1.30cm. & supply of all materials labour T&P etc, required for proper completion of work.inner and outer side of Tank
40mm thick 1:2:4 plain cement concrete with cement coarse sand and 10% 12mm gauge stone ballast laid in pannels finished with 3mm floating coat of neat cement be concrete consising ballast in proportion 1:4:8 including supply of all ;abour materials T&P etc. complete required for proper completion of work flooring slab and apron
Fixing of M/H cover 60x60 cms
Fixing of intel outlet washout & overflow pipes and bypass arrangement
Cost of Testbore of 125mm dia for strata identification
Drilling of bores as per IS 28001979 using ODEX 115 (Tubex) attachment required drilling in alluvial boulder pebble rocky stone sticky clay etc including cost of attachment consumable stores by water POL etc complete with system of pf simultaneous lowing of 125 mm nominal vore 5.4 mm thick MS ERWfincut casing pipe which will be welded together using 2.50 mm or 3.25 mm dia Advani Overlinken electrodes with plain ends and the other end champ hared to 60 degree removing paint on the area to be welded inclusive of the cost of biodegradable and non loxic from flush etc. Complete in all respect as per direction of engineer incharge
Supply and fixing of suitable casing shoe of EN 24 steel as per requirement of Odex attachment complete in all respect.
Providing for 250 mm dia 100Mtr deep Tubwell
Transportation of suitable truck mounted Rig machine, air compressure, OP unit camp equipage connected T&P and necessary accessories, tube well assembly housing pipe etc including loading unloading erection and leveling of rig machine upto site of work etc complete in all respect as per direction of Engineer incharge required for drilling and devopment of mini tubewell.
Drilling of bore 250 mm dia size Rig machine using ODEX method in alluvial boulders pebbles rocky stone stickly clay etc including lowering welding of required kinf/size of MSERW casing pipe (blind/slotted) from ground level upto entire depth ordered by the department
Drilling of bore 250 mm dia size DTH attachment from bottom of casing sho
Devlopment of tubewell bt suitable air compressor unit to the satisfaction of engineer incharge to give sand free discharge atleast for 30 hrs
Devlopment of tubewell bt suitable submersible OP unit complete with lowering and lifting of pumping plant having suitable discharge including running og OP unit and yeild testing of tubewell by V notch atleast for 20 hrs to the satisfaction of engineer incharge
Dismantling of Rig machine and other equipment and clearance of site after finishing the job.
Chemical and Baterigical testing of water
Arrangement of water for Driling of Bore
Supply and fixing of 250 mm size well Capafter completion of work made from MSERW pipe and MS sheet of 8mm thick.
Supply and fixing of suitable size casing shoe suitable for ODEX method in alluvial bouldersdrilling and made from EN24 steel
Supply of suitable bit tube of 100cm in length made out of seamless casing pipe as per requirement of ODEX attachment etc.
Supply and fixing of 250 mm size housing clamp 8 mm thick including nut, bolt and washers complete set
Supply of casing pipe as per IS 3589/4270 (Blind pipe) 250mm dia 7.1 mm wall thickness.
Supply of cashing pipe as per IS 3589/4270 (Slotted pipe) 250mm dia 7.1 mm wall thickness
cost of Submersible Pumping Plant for Tubewell
Supply of Submersible and motor pump set having duty 300 LPM, 110 mtr head suitable for 3 phase 50 Hz AC supply
Submersible cable size 1x3x10sq.mm
Control panel Cum starter suitable upto submersible pumping plant complete with all protections
Main piping and valve 80mm dia with all accessories i.e. C.I. sluice valve 2 Nos, reflux CI valve 1 No, Tee 1 No, Bend D/F pipes and 80 mm dia 4.8 mm thick MS column pipe 60 mtr. Complete with interlocking arrengment with 2 pair MS clamp
Water flow meter 80mm dia set with MS fitting.
Pressure gauge and depth gauge set with MS fitting
Chain pulley Block of 2 Ton capicity 4 mtr, lift tested on 2 Ton load
Special tools and spanners
Installation and commissioning of pumping plant and all aceessories.
Chain wrench suitable for 80mm dia column pipe
Double loop earting of all electrical equipment including all material such as earth plate, earth pipe. Earth stripwatering pipe, coal and salt including digging of earth pit.
100 Amp, TPN main switch
Painting of all accessories with 2 coats paint.
Rubber Insulation sheet 1mtr x 2mtr
Supply, Installation, Testing and Commissioning (SITC) on turnkey basis for Fully Automatic Pump automation control panels of different capacities having intelligent unit having “FIELD PROGRAMMABLE LOGIC CONTROLLERS based, SCADA Operated Pump Motor Start, Run, Control, Protect against faults automatically operated Control & Management System” for Supervisory Control and Data Acquisition System at pumping water supply schemes & Two years free of cost A.M.C. for warranty period.
Freight, insurance and local cartage of pumping plant upto site.
Taxes/duties @5% on supply items 19 i.e. Rs. 554065.0
Steel Chair and Table
Power Connection and protection works
Construction of 25KVA S/s & Associated line for G/c to BHAWANIPUR Pump under EDSD Nainital against head Deposit and Connection/service Charge
Cost of Power Connection and Transformer work
Hirring Godown 6Month
M/S SHAILESH KUMAR
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