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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.0 LAccepted-AOC HOUSE NO 3 RAJA GARDEN EXT KAPURTHALA ROAD JALANDHAR | L1 | Accepted-AOC L1 | |
| 2 | L2₹31.9 L+₹85,969 (2.77%)Rejected-AOC VILLAGE KHARI KALAN PO CHOLANG DISTT JALANDHAR | JALANDHAR | L2 | Rejected-AOC L2 |
Tender Value
₹25.2 L
EMD Value
₹51,000
Closing Date
7 Jun 2021, 5:00 pmClosed
EEDWSS NO 1 JALANDHAR
EEDWSS NO 1 JALANDHAR
PROVIDING ESTATE WATER SUPPLY SEWERAGE RAIN HARVESTING AND FIRE FIGHTING ARRANGEMENT AT BABA SAHEB BHIM RAO AMBEDKAR GOVT COLLEGE AT BOOTA MANDI DISTRICT JALANDHAR
2021_WSS_66239_1
02A-2021
Open Tender
Civil Works
Item Rate
180 days
JALANDHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹51,000
15 Jul 2021
31 May 2021
8 Jun 2021
31 May 2021
7 Jun 2021
31 May 2021
Amount
Estate Water Supply
Providing, Fixing, laying, jointing, cutting & testing of uPVC Pipes & Specials (6 kg./cm2) including cost of excavation complete in all respects as per DWSS standard analysis. (Supreme /Finolex/Prince Make or equivalent make)Excavation with Manually
110mm o/d pipe of 6 Kgf. / sqcm
90 mm o/d pipe of 6 Kgf. / sqcm
63 mm o/d pipe of 6 Kgf. / sqcm
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1 as per ISI
80mm i/d Sluice Valves flanged
100mm i/d Sluice Valves flanged
Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Including Carriage
Size 0.6m. x 0.6m.
Irrigation hydrant
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.
Earth work upto 1.5 m. Depth All classes of soil except rocky
EXTERNAL IN THE GROUND : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in-Charge), having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, & testing of joints excluding cost of excavation complete as per direction of Engineer-in-Charge.
25mm o/d Stacking for Lawn hydrant
Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. 25mm i/d Gun Metal peet valve heavy pattern.
Painting G.I. Pipes and Specials with synthetic enamel Paint in all shades as per I.S.I. specification on existing or new work, two coats paints including cleaning rubbing surface, etc.
40mm & 50mm i/d G.I. Pipe
25mm i/d G.I. Pipe & 32 mm
Providing and filling sand grading as per specifications or fine grade around the various sizes of GI pipes in external work.
For 50mm CPVC Pipe
Estate Sewer Network
Providing, laying intrenches to correct gradient and alignment and jointing of UPVC pipe having ISI specifications IS:15328-2003 class SN-8 marked marke supreme, Finolex, Kisan, Jain, Prince or equipm\lent good on them and laying the same in trenches to correct alignment and gradinets, cutting and jointing, testing for water tightness and making good the leakages and defect including cost of specials complete in all respects.
160 mm i/d pipes
200mm i/d pipe
Excavation in trenches with straight or open cutting in streets lanes or in open area with 3D / JCB or excavator including manually dressing bed, triming side slopes for sewers manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering providing for diversion for traffic, protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 metre complete in all respects.
For depths not exceeding 3.0 metre B.G.L. For all classes of soil except rocky
For Sewer Line 160 mm dia & Man Holes 75x120mm
For Sewer Line 200 mm dia & Man Holes 90x150mm
Providing & filling sand grading as per specifications or fire grade around the various of UPVC pipes in enternal work.
For covering Sewer Line Type I
For Sewer Line 160 mm i/d
For Sewer Line 200 mm i/d
Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 63.464 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.
Inside size 75x120 cm with depth 120 cm between bottom of top slab and invert ( with MH cover & frame Heavy duty)
Cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm gauge using concrete mix volumatric type
Brick work with 1st class bricks in foundation and plinth in cement mortar 1:5
Cement concrete 1:2:4 for benching
Floating coat on benching 1.20x0.9=1.08 sqm
12.5 mm thick cement plaster
RCC M-20 for slab
Tor Steel reinforcement for slab
Providing orange colour safety footrest of minimum 6MM tnICK plastic encapsuiatea as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading Including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for END and HD).
560mm frame medium duty
Inside size 90x150 cm with depth 120 cm between bottom of top slab and invert ( with MH cover & frame Heavy duty)
Cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm gauge using concrete mix volumatric type
Brick work with 1st class bricks in foundation and plinth in cement mortar 1:5
Cement concrete 1:2:4 for benching
Floating coat on benching 1.20x0.9=1.08 sqm
12.5 mm thick cement plaster
RCC M-20 for slab
Tor Steel reinforcement for slab
Providing orange colour safety footrest of minimum 6MM tnICK plastic encapsuiatea as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading Including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for END and HD). 560mm frame medium duty
Roof Top Rain Water harvesting System
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.
For Rain water Line 250, 200, 150mm o/d PVC pipe as per Detail attached
160mm o/d pipe of 4 Kgf. / sqcm
200mm o/d pipe of 4 Kgf. / sqcm
250mm o/d pipe of 4 Kgf. / sqcm
For Rain water Line 160mm i/d PVC pipe 6 Kgf. / sqcm
For connection of Road gully and sewer @ 10mtr. Each per road gully
Excavation in trenches with straight or open cutting in streets lanes or in open area with 3D / JCB or excavator including manually dressing bed, triming side slopes for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering Provision for diversion for traffic, protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods,watching etc. fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 metre complete in all respects.
For depths not exceeding 3.0 metre but not excluding 4.5 m B.G.L. For all classes of soil except rocky
For Rain water Line 160 mm & 250mm o/d PVC pipe
Construction of hodies size 0.90 x 0.90 mtr for rain water harvesting
Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the Engineer-In-Charge. Single Road Gully chamber
Size 610mm x 457mm x 800mm
No. of Road Gully @ 15mtr. C/c Distance
Providing & Fixing RCC Road Gully grating & frame 600mm x 450mm
Construction of Rain water recharge well 3.00mtr dia with working depth 3.50mtr dia consisting of drilling bore 300mm dia 100mtr, supplying and lowering pvc perforated housing pipe 150 mm dia 55mtr sorrunded with filtermedia , PVC 150mm i/d 4mtr duly plugged from top with bail plug, fixing MS clamp, MS socket, Well size 3.00 mtr internal dia, 6 mtr deep constructed with BB in 1:5 cement sand mortar,plastered from inside, RCC slab, filtered media in 3 Layers, 2Nos RCC Man hole cover conneted with collecting chamber size 1mtr x 1mtr x 1.20 mtr deep providing and fixing MS grating and all other relevent material required as per site complete in all respect as per drawing attached and entire satisfaction of the Engineer-in-charge . (Note :- Payment will be made as per CSR Based Rates Plus/Minus Quoted rates).
Providing and fixing of FIRE EXTINGUISHER CO2 type as per IS:15683 complete with all accessories as per manufactures sepcification. ISI Mark Complete in all respect. 4.5kg capacity
Providing and fixing of FIRE EXTINGUISHER ABC powder type (Stored pressure) as per IS:15683 complete with all accessories as per manufactures sepcification. ISI Mark Complete in all respect. 6kg Capacity
GURJIT SINGH CONTRACTOR
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