Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.5 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹52.7 L+₹3.0 L (6.03%)Rejected-Finance R O VILL AIMA P O TEHSIL PALAMPUR DISTT KANGRA H P | L2 | Rejected-Finance Second lowest bidder | |
| 3 | L3₹53.3 L+₹3.6 L (7.29%)Rejected-Finance VILL NARI P O GHATI BILWAN TEH JASWAN DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | L3 | Rejected-Finance Third lowest bidder | |
| 4 | L4₹63.3 L+₹13.6 L (27.5%)Rejected-Finance | L4 | Rejected-Finance Fourth lowest bidder | |
| 5 | L5₹66.8 L+₹17.1 L (34.5%)Rejected-Finance VILLAGE PO BASSA WAXIRAN TEHSIL NURPUR DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | L5 | Rejected-Finance Fifth lowest bidder |
Tender Value
₹33.9 L
EMD Value
₹67,800
Closing Date
23 Jun 2023, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
C/o road, road side drains, culverts, retaining structure upto RD370 mtrs. (Balance work).
2023_SIDC_74400_1
Job No. 11
Open Tender
Civil Works
Item Rate
180 days
Nadaun
Please refer Tender documents.
10 documents required · 10 mandatory
₹4,000
₹67,800
19 Dec 2023
3 Jun 2023
24 Jun 2023
3 Jun 2023
23 Jun 2023
3 Jun 2023
Amount
Excavation in soil in Hilly Area by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth within all leads and lifts as per Technical Specification Clause 1603.1
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts in all kind of soils
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top?most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, upto all leads and lifts : all kinds of soil.
Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications including carriage of material within all leads and lifts.
Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications including carriage of material within all leads and lifts.
Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 cement concrete 1:4:8( 1 cement :4 Sand :8 graded stone aggregate 40 mm nominal size) including cost of formwork and carriage of material in all leads and lifts.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 cement concrete 1:1.5:3( 1 cement :1.5 Sand :3 graded stone aggregate 40 mm nominal size) including cost of formwork and carriage of material in all leads and lifts.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. i/c carriage of material in all leads and lifts.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) including cost of form work and carriage of material in all leads and lifts.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 i/c carriage of material in all leads and lifts.
Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. i/c carriage of material in all leads and lifts.(NTC/Ashok Panjla Tiles/NTCCI/Pooja Concrete Fabricators, M/S Dalal Tiles Pvt. Ltd.)
SUBHASH CHAND GOVT CONTRACTOR
AJIT SINGH GOVT CONTRACTOR
PUNEET KUMAR GOVT CONTRACTOR
bhanu partap singh
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 • 0.04 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 .