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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.6 LAccepted-AOC | ₹27.6 L | 1 | Accepted-AOC Lowest rates |
| 2 | 2₹27.6 L+₹2,832 (0.10%)Rejected-Finance 10 370 NEAR GEETA MANDIR GAS GODAM ROAD OBRA OBRA SONBHADRA UTTAR PRADESH 231219 INDIA | SONBHADRA | UTTAR PRADESH | 231219 | ₹27.6 L+₹2,832 (0.10%) | 2 | Rejected-Finance not l1 |
| 3 | 3₹32.2 L+₹4.6 L (16.8%)Rejected-Finance PATIALA | PATIALA | ₹32.2 L+₹4.6 L (16.8%) | 3 | Rejected-Finance not l-1 |
| 4 | 4₹32.4 L+₹4.8 L (17.6%)Rejected-Finance | ₹32.4 L+₹4.8 L (17.6%) | 4 | Rejected-Finance not l-1 |
| 5 | Not Admitted-PreQual/Technical 137 2 OLD LAL BAGH NEAR PRIMARY VICTORIA SCHOOL PATIALA 147001 | PATIALA | PATIALA | PUNJAB | 147001 | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹66,000
Closing Date
3 Feb 2022, 12:00 pmClosed
Sr Xen Civil works division Pstcl Mohali
Sr Xen,Civil works division,PSTCL,Mohali phase 7 industrial area
const of civil works for construction of 1 no additional 160 mva t/f plinth concrete road and allied civil works at 220 kv sub station ladhowal
2022_POWER_81763_1
30/2021-22
Open Tender
Civil Works - Others
Tender cum Auction
180 days
sr xen civil works divn mohali
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹66,000
Yes
8 Apr 2022
22 Jan 2022
4 Feb 2022
22 Jan 2022
3 Feb 2022
22 Jan 2022
Amount
Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subaequent filling around masonry im35cm layers with compaction including disposal of all surplus soil as drected within a lead of 30 Mtr.
Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Centring and shuttering for columns (Square or rectangular or poly gonal in plain)
Cement Concrete 1:8:16 with 40mm gauge stone aggregate using concrete mixer volumetric type.
Cement Concrete 1:6:12 with 40mm gauge stone aggregate using concrete mixer volumetric type.
Cement concrete 1:5:10 with 40 mm gauge stone ballast using concrete mixer volumetric type.
Cement concrete 1:4:8 with stone ballast of size 40 mm using concrete mixer volumetric type.
Cement Concrete 1:2:4 with stone ballast or shingle using concrete mixer volumetric type.
Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth.
Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
115 mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation and plinth.
Conglomerate floor 25mm thick cement concrete topping 1:2:4 using concrete mixer volumetric type.
Conglomerate floor 40mm thick cement concrete topping 1:2:4 using concrete mixer volumetric type.
Conglomerate floor 50mm thick cement concrete topping 1:2:4 using concrete mixer volumetric type.
12.5 mm thick cement plaster 1:3
20mm thick cement plaster 1:4 in two coat work
Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position :-P&F MS rail weghing 44.64 kg or 90 lbs/ mtr (through rate)
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete(Labour rate)
Compacting original ground below road crust Loosening, leveling and compacting original ground up to a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications
Water Bound Macadam Grading II Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, ap
Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications
Joint Sealing Compound Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications
Supplying and Spreading of 20 mm size crushed stone in 75 mm thick layer over pcc flooring in the yard area.
Flooring of Cement Concrete 1:5:10 with crushed stone 20 mm size mechanically mixed laid in 75 mm thickness in blocks of size 3.0mx3.0m using shuttering complete in all respect including preparation of surface for laying concrete.
Providing & Laying of cement Slurry of cement to sand ratio 1:6 using cement content not less than 150kg per 100 Sqm area complete.
Extra carriage of material beyond 5.00 Km Cement
Extra carriage of material beyond 5.00 Km steel
Extra carriage of material beyond 5.00 Km fine sand
Landing rate including extra carriage and difference of rate of crusher 13.2/12
Landing rate including extra carriage and difference of rate of crusher 11.2/12
Landing rate including extra carriage and difference of rate of Stone ballast
Landing rate including extra carriage and difference of rate of Coarse sand
Landing rate including extra carriage and difference of rate of bricks
P/F MS angle iron nosing made out of 50x50x6mm angle iron for T/F Plinth complete as per drawing.
Fixing of Template along with foundation bolts as per drg.
P/F of MS Base plates 235mmx220x12mm with 4 nos. holes complete as per drawing
P/F MS Cleats 65x65x6mm-19mm for T/F Plinth
P&F Cable Racks made out of MS flat 75x6mm or MS angle 40x40x5mm complete in all respects as per drawings
P&F MS angle nosing 50x50x3mm fitted with 6mm square bar on top and 6mm dia.150 mm long hold fastener at 60cm c/c complete in all respects for outdoor cable trenches
Supplying, Hoisting & placing of Ferro-cement trench cover,frame of size given below made of MS flat 50x3mm with 6 mm dia bars at 4-1/2'' and 9'' c/c welded to flat with lifting hook as per Drg. No. CW/DS-2537-R-5 and CS/DS-2420-R-3 complete of the following sizes.1.T-3 trench cover size 2'-2"x2"-2"
Supplying, Hoisting & placing of Ferro-cement trench cover,frame of size given below made of MS flat 50x3mm with 6 mm dia bars at 4-1/2'' and 9'' c/c welded to flat with lifting hook as per Drg. No. CW/DS-2537-R-5 and CS/DS-2420-R-3 complete of the following sizes.2.T-4 trench cover size 2'-6"x1'-9"
Bidder Name
Amount in Words
The A and T Coop LC Society Ltd Patiala
Mahesh Kohli Goverment Contractor
PAUL AND COMPANY
G.S.Construction Co.
Mahesh Kohli Goverment Contractor
The A and T Coop LC Society Ltd Patiala
PAUL AND COMPANY
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