Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹50.6 LAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹52.6 L+₹2.0 L (3.99%)Rejected-Finance | L-2 | Rejected-Finance Being 2nd Lowest | |
| 3 | L-3₹57.7 L+₹7.1 L (14.1%)Rejected-Finance P O SATOG TEHSIL THEOG DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L-3 | Rejected-Finance Being 3rd Lowest |
Tender Value
₹56.1 L
EMD Value
₹1.1 L
Closing Date
27 Jan 2026, 9:00 amClosed
EE Seraj
HPPWD Division Seraj at Janjehli
RRD on Rilla Chandi Kurshali road Km 0 000 to 8 400 SH Construction of Retaining walls at RD 0 350 to 0 578 5 810 to 5 830 6 685 to 6 695 providing and laying NP 2 in various Rds and removal of slips in various roads Under PDNA 2023
2026_PWD_126162_1
9144-46 dt. 14.01.2026
Open Tender
Civil Works - Roads
Percentage
Janjehli
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,000
₹1.1 L
2 May 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.
Providing and laying Cement concrete 1:6:12 ( one cement : six sand : twelve graded stone aggregate forty millimeter nominal size)for plain/ reinforced concrete work in open foundation complete as per drawing and technical specification Clauses 802,803,1202& 1203 including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.
Random rubble masonry work in cement mortar 1:6 ( one cement : six sand)in foundation complete as per drawing and technical specification Clauses 702,704, 1202 & 1204. complete including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.
Providing and laying plain concrete 1:4:8( 1 cement : 4 sand :8 graded stone aggregate 40 mm nominal size) in open foundation complete as per drawings and technical specification clauses 802,803,1202 &1203 including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.
Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification Clauses 704.6 & 1302.5. including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.
Providing weep hole in brick masonry / stone masonry /plain reinforced concrete abutment wing wall return wall with 100 mm ( one hundred millimetre ) dia PVC pipe extended through the full width of the structures with slope of 1 (v) :20 (H) towards drawing face complete as per drawing and technical specification clause 614,709& 1204.3.7 including carriage of materials within all leads and lifts and other incidental and as per directions of Engineer-in-charge.
Providing and laying of boulder apron laid in wire crates with 4mm ( four millimeter dia ) G.I wire conforming to 1.5,280 and 1.5, 4826 in 100mm x 100 ( one hundred in to one hundred millimeters ) in much (woven diagonally ) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilo gram ) each as per drawing including all leads ,lifts of material and technical specification clause 1301. within all leads , lifts and carriage of materials and other incidentals .
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation , protection work, back filling concrete and masonry work in head walls and parapets clause 1108.900mm ( nine hundred millimeter ) dia including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.
Back filling with behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.
Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in any lift and lead upto any lead as per technical specification 302.3.5 and 1611 as per direction of Engineer in charge with in all leads lifts and carriage of materials and other incidentals.
stage.html
html • 0.05 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
Tendernotice_1.pdf
PDF • 0.20 MB
BOQ_185966.xls
BOQ • 0.27 MB
1.pdf
Tender Documents • 3.53 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 .