Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance LALDIH GOPALPUR GHATSHILA EAST SINGHBHUM JHARKHAND | RANCHI | JHARKHAND | 829205 | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹7.7 L (2.56%)Admitted-Finance | ₹3.1 Cr+₹7.7 L (2.56%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 Cr+₹15.0 L (5.00%)Admitted-Finance 24 HATHIJOBRA MAIN ROAD DAHIGORA GHATSILA EAST SINGHBHUM JHARKHAND 832303 | EAST SINGHBUM | JHARKHAND | 832303 | ₹3.1 Cr+₹15.0 L (5.00%) | L3 | Admitted-Finance |
| 4 | L4₹3.2 Cr+₹22.2 L (7.44%)Admitted-Finance | ₹3.2 Cr+₹22.2 L (7.44%) | L4 | Admitted-Finance |
| 5 | L5₹3.7 Cr+₹73.3 L (24.5%)Admitted-Finance D 16 SANGAM VIHAR SONARI JAMSHEDPUR | ₹3.7 Cr+₹73.3 L (24.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shaurya civil constructions pvt ltd L2 | PNV INFRATECH L7 | RAJESH KUMAR CONSTRUCTIONS PVT. LTD. L1 | MEGOTIA CONSTRUCTION PVT LTD L4 | M/S SHRI PRAKASH ASSOCIATES L6 | PUSHPANJALI ENGGCON PRIVATE LIMITED L5 | GARG ENGINEERING & CONSTRUCTION PVT LTD L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | E/W in excavation of foundation in tranches in ordineary soil (Vide classification of soil item- A) and disposal of excavated earth so obtained to a distance up to 50 Mand average lift of 1.5 M including levelling raimaing the foundation tranches removing the roots or shrubs etc.all complete as per specification and direction of E/I. | 4,020.82 | m3 | 111.18 ₹4,47,034.66 | 250 ₹10,05,204.75 | 108.4 ₹4,35,856.78 Lowest | 116.46 ₹4,68,264.58 | 138.83 ₹5,58,210.3 | 130 ₹5,22,706.47 | 113.82 ₹4,57,649.62 |
| 2.00 | (b) Extra for earth work in hard soil (vide classification of soil item - B) all complete as per specification and direction of E/I. | 4,020.82 | m3 | 11.3 ₹45,435.25 | 14.13 ₹56,814.17 | 11.02 ₹44,309.43 Lowest | 11.84 ₹47,606.5 | 14.12 ₹56,773.96 | 13 ₹52,270.65 | 11.57 ₹46,520.88 |
| 3.00 | Extra for each subquent lead up to 25 M beyond the initial lead of 50M (Maximum up to 150M lead by head load ) as per specification and direction of E/I. | 4,020.82 | m3 | 9.84 ₹39,564.86 | 12.3 ₹49,456.07 | 9.59 ₹38,559.65 Lowest | 10.31 ₹41,454.64 | 12.29 ₹49,415.87 | 12 ₹48,249.83 | 10.07 ₹40,489.65 |
| 4.00 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per buiding specification and direction of E/I. (Mode of measurement compacted volume) | 82.5 | m3 | 332.46 ₹27,427.95 | 1,000 ₹82,500 | 324.15 ₹26,742.38 Lowest | 348.26 ₹28,731.45 | 415.16 ₹34,250.7 | 410 ₹33,825 | 340.36 ₹28,079.7 |
| 5.00 | P.C.C 1:3:6 in foundation (Plain Cement Concrete 1:3:6 Nominal mix in Foundation with crushed stone aggregate 40mm Nominal size Mechanically mix ,placed in Foundation and Compacted by vibreration including curing for 14 day.) | 526.5 | m3 | 2,623.2 ₹13,81,120.05 | 4,000 ₹21,06,008 | 2,557.62 ₹13,46,592.05 Lowest | 2,747.8 ₹14,46,722.2 | 3,275.72 ₹17,24,673.13 | 3,200 ₹16,84,806.4 | 2,685.5 ₹14,13,921.12 |
| 6.00 | Plain/Rrinforced cement concrete in open Foundation complete as per Drawing and technical specifications. (RCC Grade-M20) Case-I using Concrete mixer | 452.25 | m3 | 3,420 ₹15,46,695 | 4,500 ₹20,35,125 | 3,334.5 ₹15,08,027.63 Lowest | 3,582.45 ₹16,20,163.01 | 4,270.73 ₹19,31,437.64 | 4,200 ₹18,99,450 | 3,501.23 ₹15,83,431.27 |
| 7.00 | Furnishing and Placing Reinforced/Prestressed cement Concrete in Super Stucture as per Drawing Technical Specification (A) RCC Grade M20, Height up to 5m | 1,372.4 | m3 | 3,912.8 ₹53,69,926.72 | 5,515 ₹75,68,786 | 3,814.98 ₹52,35,678.55 Lowest | 4,098.66 ₹56,25,000.98 | 4,886.11 ₹67,05,697.36 | 4,600 ₹63,13,040 | 4,005.73 ₹54,97,463.85 |
| 8.00 | Providing shuttering including struting, proping etc. and its removal after use in foundation as per specification and direction of E/I. | 606.57 | m2 | 308.4 ₹1,87,065.57 | 385.5 ₹2,33,831.96 | 300.69 ₹1,82,388.93 Lowest | 323.05 ₹1,95,951.79 | 385.11 ₹2,33,595.4 | 370 ₹2,24,430.16 | 315.72 ₹1,91,505.65 |
| 9.00 | Providing shuttering including strutting, proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. | 3,724.3 | m2 | 331.9 ₹12,36,094.51 | 414.88 ₹15,45,136.75 | 323.61 ₹12,05,220.08 Lowest | 347.67 ₹12,94,826.69 | 414.47 ₹15,43,609.79 | 410 ₹15,26,962.18 | 339.79 ₹12,65,479.22 |
| 10.00 | Providing centering including strutting & Proping etc. and its removal after use in deck slab as per specification and direction of E/I . | 350 | m2 | 433.06 ₹1,51,571 | 541.32 ₹1,89,462 | 422.23 ₹1,47,780.5 Lowest | 453.63 ₹1,58,770.5 | 540.78 ₹1,89,273 | 510 ₹1,78,500 | 443.34 ₹1,55,169 |
Tender Value
Refer Docs
EMD Value
₹3.8 L
Closing Date
24 Dec 2021, 5:00 pmClosed
EXECUTIVE ENGINEER
Executive Engineer, Subernarekha Canal Division, Ghatsila.
CONSTRUCTION OF CUT AND COVER AT KM 47.782 TO 48.032 OF GLMC.
2021_WRD_53924_1
WRD/SCD/ GTS/SBD-02/2021-22
Open Tender
Civil Works
Item Rate
360 days
DUDHIYASOLE GHATSILA
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE Subernarekha Canal Division, Ghatsila
₹3.8 L
Yes
27 Jan 2022
4 Dec 2021
28 Dec 2021
4 Dec 2021
24 Dec 2021
4 Dec 2021
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .