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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAccepted-AOC LUDHIANA | ₹6.3 Cr | L1 | Accepted-AOC low |
| 2 | L2₹6.8 Cr+₹46.7 L (7.37%)Rejected-Finance 180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | ₹6.8 Cr+₹46.7 L (7.37%) | L2 | Rejected-Finance high |
| 3 | L3₹7.0 Cr+₹67.7 L (10.7%)Rejected-Finance 47 C MODEL TOWN EXTENSION LUDHIANA PB | LUDHIANA | PUNJAB | 141001 | ₹7.0 Cr+₹67.7 L (10.7%) | L3 | Rejected-Finance high |
| 4 | L4₹7.8 Cr+₹1.4 Cr (22.9%)Rejected-Finance | ₹7.8 Cr+₹1.4 Cr (22.9%) | L4 | Rejected-Finance high |
| 5 | Rejected-Technical 6 SWASTIK VIHAR PHASE 1 SECTOR 5 MANSA DEVI COMPLEX PANCHKULA HARYANA 134114 | PANCHKULA | HARYANA | 134114 | - | - | Rejected-Technical The firm has already quoted lowest rates in Tender notice no 42 and thus it would not be having sufficient balance bidding capacity for this work. |
Tender Value
₹7.1 Cr
EMD Value
₹14.1 L
Closing Date
20 Nov 2023, 12:00 pmClosed
EXECUTIVE NGINEER
ROPAR CANAL AND GW DIVISION WRD PB
Estimate for laying of MS Main Riser pipes from RD 725 to RD 1900 Including 1 No Cross Drainage Structure , providing and fixing air valve , scour valve, NRV etc complete in all respect for providing lift irrigation facilities to villages Samlah, Kot
2023_WR_111708_1
49/22A/2023-24
Open Tender
Civil Works
Item Rate
120 days
SHRI ANANDPUR SAHIB
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
₹14.1 L
Yes
ROPAR
8 Jan 2025
27 Oct 2023
20 Nov 2023
28 Oct 2023
20 Nov 2023
28 Oct 2023
8 Nov 2023
Amount
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. (B) Exceeding 1.5 m depth but not exceeding 2.25 m depth (iii) For semi conglomerate soil of having gravel/Boulder upto 50%
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. (c) Exceeding 2.25 m depth upto 3.00 m depth (iii) For semi conglomerate soil of having gravel/Boulder upto 50%
Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter 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, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.
Earth work containing Gravel (in loose from in non cohesive binding material) work in excavation with occasional use of picks exclusive of compensation of earth undressed with combined lead upto 15 metres with percentage of gravel or Kankar. a) Exceeding 40 % but upto 60 %
Cement concrete 1:3:6 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. in ground with anti corrosive treatment with wrapping coating tape (4mm pypkote tape) as per IS : 10221 including cost of primer etc. excluding cost of excavation and refilling complete in all resepcts. ;300mm
Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. in ground with anti corrosive treatment with wrapping coating tape (4mm pypkote tape) as per IS : 10221 including cost of primer etc. excluding cost of excavation and refilling complete in all resepcts. ;350mm
Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. in ground with anti corrosive treatment with wrapping coating tape (4mm pypkote tape) as per IS : 10221 including cost of primer etc. excluding cost of excavation and refilling complete in all resepcts. ;450mm
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
12.5 mm thick cement plaster 1:4
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item)
Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 415 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding & bending and placing in position complete
Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete C.I Double air valve (Size 65mm)
Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete C.I Double air valve (Size 100 mm)
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-1.6 as per ISI(b)(f)300 mm i/d Sluice Valves flanged
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-1.6 as per ISI(b)(g)350mm i/d Sluice Valves flanged
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-1.6 as per ISI(b)(i)450mm i/d Sluice Valves flanged
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position. (c) Tees angles & channels
Supply of Chequred Plate 6 mm
Drilling/ Boring including Reaming complete in all respects & to entire satisfaction of engineer incharge. (ii) above 10 - 20 mm dia
Fillet Welding with high strength steel rods complete in all respects and to entire satisfaction of engineer incharge (ii) 6 mm wide
Providing and fixing galvanized nuts and bolts of all sizes and lengths required
Hiring charges of crane 35 tonne
Earth work in excavation of foundations of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (C) Ordinary rock (not requiring) b- Depth upto 3m by mechanical means
Applying priming coat with metal primer on new steel or iron work including preparation of surface.
Painting two coats excluding priming coat with ready synatheic enamel paint for metallic surfaces in all shades on steel or iron work
Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . (b)Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 4956-09 and as per IRC 67 2012
Providing led based SPV street lighting system with 160 watt Solar light 7 meter pole, Battery and all accessories and fixing with 1:2:4 concrete complete in all respects and to entire satisfaction of engineer in charge (as per PEDA )
Any Other Items
MITTAL CONSTRUCTION COMPANY
MANMOHAN SINGH CONTRACTOR
ANJU INDUSTRIES
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