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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.3 LAdmitted-Finance 124 JN ROAD DELANIPUR PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | L1 | Admitted-Finance | |
| 2 | L2₹83.5 L+₹9.2 L (12.4%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹1.1 Cr+₹36.6 L (49.2%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹1.1 Cr+₹38.4 L (51.7%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | K BABU L3 | P R SINGARAM AND SONS L4 | Mega Engineers and Builders L1 | The Reef Constructions L2 |
|---|---|---|---|---|---|---|---|
| 1.00Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : | |||||||
| 1.10 | 15 mm to 40 mm nominal bore | 2,475 | metre | 150 ₹3,71,250 | 150 ₹3,71,250 | 25 ₹61,875 Lowest | 30 ₹74,250 |
| 1.20 | Above 40 mm nominal bore | 4,295 | metre | 100 ₹4,29,500 | 180 ₹7,73,100 | 30 ₹1,28,850 Lowest | 42 ₹1,80,390 |
| 2.00Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work | |||||||
| 2.10 | 25 mm dia nominal bore | 210 | metre | 475 ₹99,750 | 585 ₹1,22,850 | 397 ₹83,370 | 252 ₹52,920 Lowest |
| 2.20 | 40 mm dia nominal bore | 3,665 | metre | 850 ₹31,15,250 | 700 ₹25,65,500 | 535 ₹19,60,775 Lowest | 582 ₹21,33,030 |
| 2.30 | 50 mm dia nominal bore | 2,970 | metre | 950 ₹28,21,500 | 950 ₹28,21,500 | 695 ₹20,64,150 Lowest | 816 ₹24,23,520 |
| 2.40 | 65 mm dia nominal bore | 855 | metre | 980 ₹8,37,900 | 1,200 ₹10,26,000 | 945 ₹8,07,975 Lowest | 1,020 ₹8,72,100 |
| 2.50 | 80 mm dia nominal bore | 1,450 | metre | 1,450 ₹21,02,500 | 1,500 ₹21,75,000 | 1,090 ₹15,80,500 Lowest | 1,332 ₹19,31,400 |
| 3.00Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | |||||||
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
26 Mar 2024, 12:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
Improvement of GI pipe line at Phooltala Atterjig, Broun Valley and Shantipur at Kadamtala. SW - Replacement of damaged pipe line of different sizes at Phooltala, Atterjig, Shantipur at Kadamtala including providing and fixing GI pipe line with fitti
2024_APWD_13962_1
43/2023-24/SE/CC-I/CD-I(RGT)
Open Tender
Civil Works - Water Works
Item Rate
180 days
Kadamtala
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹2.6 L
Conference Hall of SE, CC-I office
27 Mar 2024
12 Mar 2024
26 Mar 2024
13 Mar 2024
26 Mar 2024
21 Mar 2024
18 Mar 2024
Amount
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :
15 mm to 40 mm nominal bore
Above 40 mm nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
25 mm dia nominal bore
40 mm dia nominal bore
50 mm dia nominal bore
65 mm dia nominal bore
80 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
25 mm nominal bore
40 mm nominal bore
50 mm nominal bore
65 mm nominal bore
80 mm nominal bore
Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :
25 mm nominal bore
40 mm nominal bore
50 mm nominal bore
65 mm nominal bore
80 mm nominal bore
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 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20rnm 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
The Reef Constructions
K BABU
P R SINGARAM AND SONS
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BOQ_14789.xls
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Instructions-to-bidders.pdf
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