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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹84.0 L+₹9.9 L (13.4%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹86.8 L+₹12.8 L (17.4%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ravi Kant L2 | Prithvi Pal Gujral L1 | dev saroop raina L3 |
|---|---|---|---|---|---|---|
| 1.00 | Providing and fixing G.I.pipes complete with G.I. fittings excluding trenches and refilling.
a) 150mm dia G.I.Pipe (M) (LMR) | 100 | Mtr | 1,920 ₹1,92,000 | 1,800 ₹1,80,000 Lowest | 1,970 ₹1,97,000 |
| 2.10 | b) 100mm dia G.I.Pipe (M) | 500 | Mtr | 1,250 ₹6,25,000 | 1,200 ₹6,00,000 Lowest | 1,320 ₹6,60,000 |
| 2.20 | c) 100mm dia G.I.Pipe (L) | 1,000 | Mtr | 1,050 ₹10,50,000 | 940 ₹9,40,000 Lowest | 1,100 ₹11,00,000 |
| 2.30 | d) 80mm dia G.I.Pipe (M) | 3,650 | Mtr | 870 ₹31,75,500 | 800 ₹29,20,000 Lowest | 900 ₹32,85,000 |
| 2.40 | e) 65mm dia G.I.Pipe | 1,500 | Mtr | 625 ₹9,37,500 | 540 ₹8,10,000 Lowest | 620 ₹9,30,000 |
| 2.50 | f) 50mm dia G.I.Pipe | 1,200 | Mtr | 450 ₹5,40,000 | 370 ₹4,44,000 Lowest | 450 ₹5,40,000 |
| 3.00 | Earth work in excavation by manual means in tranches for foundation, drains, pipes, cables etc. (Not exceeding 1.5m in width) and for shafts, wells, cess pits and the like not exceeding 10 Sqm on plan, depth upto 1.5m, including disposal of excavted earth upto 1 mtr from cutting edge, disposal earth is to be levelled and neatly dressed in: all kinds of soils. | 1,990.13 | Cum | 240 ₹4,77,631.2 | 180 ₹3,58,223.4 Lowest | 310 ₹6,16,940.3 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and left upto 1.5mtr. (Deduct for not rolling and watering the excavated earth). | 1,791.12 | Cum | 95 ₹1,70,156.4 | 75 ₹1,34,334 Lowest | 110 ₹1,97,023.2 |
| 5.00 | Dismentling GI pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50mtr lead
Above 40mm nominal bore. | 800 | Cum | 80 ₹64,000 | 30 ₹24,000 Lowest | 80 ₹64,000 |
| 6.00 | Laying and Fitting of GI pipes complete excluding cost of pipes and earth work.
a) 100mm medium. | 300 | Mtr | 100 ₹30,000 | 50 ₹15,000 Lowest | 100 ₹30,000 |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
21 Jan 2021, 6:00 pmClosed
x
nowshera
Providing and Laying of Rising Main lines and distribution lines including interconnection at Nowshera under WSS Nowshera Town-1 including testing and Commissioning (Languishing Project)
2021_PHE_113827_1
e-NIT No.72 of 2020-21
Open Tender
Civil Works
Item Wise
30 days
Nowshera
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Yes
Xen
₹1.3 L
Yes
23 Jan 2021
15 Jan 2021
22 Jan 2021
15 Jan 2021
21 Jan 2021
15 Jan 2021
Amount
Providing and fixing G.I.pipes complete with G.I. fittings excluding trenches and refilling. a) 150mm dia G.I.Pipe (M) (LMR)
b) 100mm dia G.I.Pipe (M)
c) 100mm dia G.I.Pipe (L)
d) 80mm dia G.I.Pipe (M)
e) 65mm dia G.I.Pipe
f) 50mm dia G.I.Pipe
Earth work in excavation by manual means in tranches for foundation, drains, pipes, cables etc. (Not exceeding 1.5m in width) and for shafts, wells, cess pits and the like not exceeding 10 Sqm on plan, depth upto 1.5m, including disposal of excavted earth upto 1 mtr from cutting edge, disposal earth is to be levelled and neatly dressed in: all kinds of soils.
Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and left upto 1.5mtr. (Deduct for not rolling and watering the excavated earth).
Dismentling GI pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50mtr lead Above 40mm nominal bore.
Laying and Fitting of GI pipes complete excluding cost of pipes and earth work. a) 100mm medium.
b) 100mm Light.
c) 80mm Medium.
d) 65mm dia
Welding of G.I. Pipe including testing of joints, carriage of welding set, cost of electrods and electric connection/Generator set complete job. (100mm dia G.I.Pipe joint)
(80mm dia G.I.Pipe joint)
(65mm dia G.I.Pipe joint)
(50mm dia G.I.Pipe joint)
Providing/Fixing of Check Valve/Sluice Valve in Rising Main line including cost of flanges, Nut bolts, Washer etc. and welding of flanges. (Complete job) 100mm dia
80mm dia
Providing & Fixing of G.M gate valves with C.I.wheel of approved quality (Screwed end) 80mm dia
65mm dia
50mm dia
Dismentling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 metres lead Water bound macadam road
Dismentling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 metres lead Bituminous road
Structural steel work welded in built up sections treusses and framed work, including cutting hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Dismentling cement concrete manually/by mechanical means including disposal of material within 50mtrs lead 1:3:6 or richer mix.
Dismentling of tile work in floors and roofs laid in cement mortar including stacking material within 50mtrs leads for thickness of tiles above 25mm and upto 40mm.
Providing and Laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) Crushed
Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineering charge.
Providing and Laying 60mm thick factory cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
a) Sand 5Km (Five Km) from nearest source to road side of work by M.T. & 200 mtr (Two hundred mtr) from road side to site of work by H.L.
b) Stone agg. below 40mm nominal size 5Km (Five Km) from nearest source to road side of work by M.T. & 200 mtr (Two hundred mtr) from road side to site of work by H.L
Ravi Kant
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