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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹58.3 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹68.6 L+₹10.2 L (17.6%)Rejected-AOC | 2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
16 Aug 2022, 5:00 pmClosed
Executive Engineer
Executive Engineer, Uttarakhand Jal Sansthan Khatima (U.S. Nagar) situated Sitarganj road, near Kotwali, Khatima
Construction of Sunpahar (MVS) water supply scheme including supply installation and Testing of Rising main, Distribution System, FHTC work, repairing of OHT and all appurtenance work etc complete under JJM
2022_UKJS_47312_4
831/E Tender notice/2022-23 Date 21.07.2022
Open Tender
Civil Works - Water Works
Item Wise
365 days
Khatima
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, UJS
₹1.2 L
Khatima
19 Aug 2023
28 Jul 2022
19 Aug 2022
28 Jul 2022
16 Aug 2022
8 Aug 2022
2 Aug 2022
Rates for Construction of Sunpehar (MVS) Water Supply Scheme including, Supply Installation & testing of Rising Main, Distribution System, , FHTC work, repairing of OHT & all appurtenance work etc. complete under Jal Jeevan Mission program.
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Bituminous road
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
Providing, Lowering into trenches with true to alignment. Laying & Jointing of full Length of HDPE Pipes of specified grade as per IS:4984-1995 and specifications with testing of pipe line including supply of jointing materials.(PE-100 Grade, PN-8(8.0 Kg/Cm2) Normal Pressure (PN) in 8.0 Kg/Cm2 63mm PN8
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 15 mm dia
80 mm dia
100 mm dia
Supply and Fixing of following sizes of sluice valves, lowering them into trenches and fixing the same on water supply line including cost of valves, specials labour T&P complete in all respect but excluding the cost of excavation and chamber. Non Rising C.I. Sluice/ Gate Valve Confirming to IS: 14846-2000 in position etc complete - PN 1.6 65 mm dia
100 mm dia
125 mm dia
P/F Fire Hydrant Valve Confirming to IS: 5290 (Flanged in position including all material, labourer, T&P etc complete. 80 mm diameter- Total of all zones
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Supply of Dry Dial Woltman Type magnetically coupled Class B tamper proof Bulk Water Meter with removable mechanism, magnetic drive , hermetically sealed equipped for remote reading as per 2373- 1981 and ISO:4064 standard EMF150 for DN 150 mm
Providing and making house service connections from water supply distribution GI pipe line up to water meter chamber inside the property using GI pipe up to 7 metre length including supply and fixing of electrofusion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works 15 mm dia
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
Removing dry or oil bound distemper, water proofing cement paintand the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
Supply & installation of water level Indicator (Second level) including one set of Sensor with its holdings parts, 54Mtr sensor cable armued with steel wire
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size)
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm)on existing cement paint surface
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture.
Supply of Chain Pully block having capacity 3 Ton with 6 meter chain. Induff make
Supply of Submersible pump & motor set of 600 LPM, discharge at 50Mt. Head
Supply of Submersible spare pump & motor set of 600 LPM, discharge at 50Mt. Head (Spare)
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 of following duties as per specifications sheet enclosed & suitable for integration in the existing including cartage from works of manufacturer upto site of work:-40HP
Supply & installation of electronic automatic voltage stabilizer with complete feature asper requirement, capacity: 25KVA Voltage range 280V-460V/ 240V
Supply and fixing of Electric type of dosing system complete with solenoid ciol actuated pulsar circuit, diaphragm & electronically pulp capable of delivery max, 4LPH at 5.5kg./cm2 pressure operated 220 Volt single phase A.C. Supply along with chemical injection device and 100 Ltrs capacity of media tank complete with accessories.
Display and sign board (8’ X 6’) size with Jal Jeewan mission logo (1’5’’ x 2’) as per JJM guidelines & direction of engineer-in-charge
M/S DIVYANSH CONSTRUCTIONS
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