Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAccepted-AOC | ₹6.2 Cr | L1 | Accepted-AOC Contract Awarded of M/s K.K. Enterprise vide HQ letter No.80284/ILCB/D NEW Bridge/23 TF/53/E8 dated 03 Oct 2022 |
| 2 | L2₹6.3 Cr+₹9.2 L (1.48%)Rejected-Finance | ₹6.3 Cr+₹9.2 L (1.48%) | L2 | Rejected-Finance Not Found L1 Bidder |
| 3 | L3₹8.3 Cr+₹2.1 Cr (34.1%)Rejected-Finance 1 KHARASIMALU BISWANATH CHARIALI BISWANATH SONITPUR ASSAM 784176 UDYAM AS 28 0000178 | BISWANATH | ASSAM | 784176 | ₹8.3 Cr+₹2.1 Cr (34.1%) | L3 | Rejected-Finance Not Found L1 Bidder |
| 4 | L4₹8.4 Cr+₹2.2 Cr (35.3%)Rejected-Finance BISWANATH CHARALI TOWN BORGOLA COMPLEX PO BISWANATH CHARALI WARD NO 12 DIST SONITPUR ASSAM PIN 784 173 | BISWANATH | ASSAM | 784173 | ₹8.4 Cr+₹2.2 Cr (35.3%) | L4 | Rejected-Finance Not Found L1 Bidder |
| 5 | L5₹8.7 Cr+₹2.5 Cr (41.0%)Rejected-Finance | ₹8.7 Cr+₹2.5 Cr (41.0%) | L5 | Rejected-Finance Not Found L1 Bidder |
Tender Value
₹7.0 Cr
EMD Value
₹6.7 L
Closing Date
17 Aug 2022, 12:00 pmClosed
HQ CE (P) Arunank (GREF),
HQ CE (P) Arunank (GREF), Dam site, Naharlagun, AP
RE TENDER CONST OF PMT WKS PROVIDING LAYING SPREADING COMPACTION OF GSB WMM 75 SAND BLANKING INTER LOCKING CONCRETE BLOCK (SIZE 225MMX112MMX100MM) OF M-50 KM 109.890 TO KM112.130 AND KM112.261 TO114.461 ON RD DAPORIJO NEW BRIDGE IN A.P
2022_BRO_532456_2
ANK/NIT-03/2022-23
Open Tender
Civil Works
Works
240 days
AT KM 109.890, 112.130, 112.261, 114.461 ON DAPORIJO
Please refer Tender Documents
8 documents required · 8 mandatory
₹0
₹6.7 L
Yes
HQ CE (P) Arunank (GREF),
1 Nov 2022
29 Jul 2022
18 Aug 2022
29 Jul 2022
17 Aug 2022
6 Aug 2022
1 Aug 2022 - 4 Aug 2022
5 Aug 2022
Amount
PART –A : PERMANENT WORKS BETWEEN KM 109.890 TO KM 112.130 AND KM 112.261 TO KM 114.461 ON ROAD DAPORIJO NEW BRIDGE (WORKING DRAWING IN R/O DRAIN AT SRL PAGE NO 243,PARAPET WALL AT SRL PAGE NO 242 END BLOCK AT SRL PAGE NO 245)
Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders (SMB), including dressing bottom and sides getting out and disposing all excavated material lead upto 6 m and lift upto 1.5 m. (by manual means)
Plain cement concrete 1:5:10 (1 cement:5 sand:10 stone aggregate of size 4 cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
Filling of Stones
Plain cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate size 4cm graded downwards) in foundation or elsewhere.
Centering/Shuttering (Steel) including strutting, propping and removal of formwork (considering 10 times to be used).
Plain cement concrete 1:2:4 (1 Cement: 2 Coarse sand: 4 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
Reinforced cement concrete M-30 nearly corresponding to nominal mix 1 Cement: 1.1 Coarse sand: 2.25 stone aggregate size 20mm graded downwards (excluding the cost reinforcement)
Providing,Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (Including cost of steel).
Providing and fixing Warning/Mandatory road signs made of MS plates of triangular shape 90 cms side tightly bolted or welded to suitable post of Mild Steel angle irons (50 x 50 x 5 mm) two numbers braced by MS plate 1 mm thick 30 cms wide embedded in PCC 1:4:8, including painting. The height of bottom of the board to be 1.5 m from the crown of pavement ( all as per IRC 67 of 1977)
Supplying and installation of delineators (600 mm) (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular refelectorised panels at the top, buried or pressed into the ground and conforming to IRC:79 and the drawings, all complete as per clause 805 of MoSRT&H specifications. (Working drawing enclosed at srl page No 242)
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 mtr centre- to- centre, 1.80 mtr high, 1.10 mtr below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm, 330 mm long complete as per clause 810 of MoSRT&H specifications. (Working drawing enclosed at srl page No 242)
Providing and fixing Informatory road sign post of normal size 80 x 60 cms tightly bolted/ welded to suitable parts of angle Iron (50 x 50 x 5 mm) two numbers braced with MS plate 10 mm width diagonally embedded in PCC 1:4:8 including painting. The height of the board to be 1.5 m from the crown of pavement ( All as per IRC 67 of 1977)
PART –B : SURFACING WORKS INCLUDING DESIGN, PROVIDING & LAYING OF ILCB BETWEEN KM 109.890 TO KM 112.130 AND KM 112.261 TO KM 114.461 ON ROAD DAPORIJO NEW BRIDGE(WORKING DRAWING ENCLOSED AT SRL PAGE NO 244)
GSB 10 cm thick (compacted) with natural sand, moorum, gravel or any material as per table -400-1 of MORT&H specifications for roads and bridge works, including supply of material, spreading in layers, watering and compaction, all complete.
GSB 15 cm thick (compacted) with natural sand, moorum, gravel or any material as per table -400-1 of MORT&H specifications for roads and bridge works, including supply of material, spreading in layers, watering and compaction, all complete.
GSB 15 cm thick (compacted) with natural sand, moorum, gravel or any material as per table -400-1 of MORT&H specifications for roads and bridge works, including supply of material, spreading in layers, watering and compaction, all complete for hard shoulder
Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 75 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding.
Providing, laying, spreading and compacting graded stone aggregates grading as per table-400-11 and satisfying the physical requirement as per table N0. 400-10 of MORT & H specification for Wet Mix Macadam specifications to a thickness of 100 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratiry roller to achieve the desired density including guarding.
Provioding sand blanketing to depth of 30mm spraying water, consolidating with power roller all complete
Design, Providing and Laying of (ILCB) Inter locking Concrete block with M-50 Grade Concrte (size 225mmx112mmx100 mm)
M/s B.K.K.S ENTERPRISE
M/s Shivam Pavers and concretes
M/S. NORTHLAND CONSTRUCTION PVT. LTD.
Sri Manoj Pareek
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 .