Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.6 LAccepted-AOC V P O SAMRAHAN TEHSIL KOTLI DISTT MANDI HIMACHAL PRADESH | ₹2.6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹2.6 L+₹3,212.24 (1.23%)Rejected-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | ₹2.6 L+₹3,212.24 (1.23%) | 2 | Rejected-Finance 2 |
| 3 | Rejected-Technical HIMACHAL PRADESH HP | - | - | Rejected-Technical Non Responsive |
Tender Value
₹2.6 L
EMD Value
₹5,200
Closing Date
10 Aug 2026, 11:00 amClosed
EE MANDI-II,HPPWD MANDI
EE
A/R - M/O AE office building Kotli, Sub Division Kotli (SH- C/o Retaing wall, protection wall, steps and cement concrete interlocking paver blocks at front portion of office building).
2026_PWD_140393_5
MDII
Open Tender
Civil Works
Percentage
30 days
EE MANDI-II, HPPWD MANDI
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
Yes
₹5,200
Yes
14 Sept 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m (fifty metre), dressing of sides and bottoms and back filling in trenches with excavated suitable material in ordinary soil upto 3m (three metre) depth including entire carriage of material within all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | 23.95 | Per cubic metre | 609.9 | ₹14,607.11 |
| 2 | Providing and laying 1:5:10 (One cement : five sand : ten graded crushed stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. | 29.4 | Per cubic metre | 5,311.65 | ₹1,56,162.51 |
| 3 | Providing weepholes in brick masonry/ stone masonry / plain/ reinforced concrete abutment , wing wall, return wall with 100mm diameter (one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material and other incidentals as per direction of Engineer-in-Charge. | 10 | Each | 350.5 | ₹3,505 |
| 4 | Back filling behind abutment, wing wall and return wall complete as per drawings and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidentals as per direction of Engineer-in-Charge. | 4.68 | Per cubic metre | 1,515.85 | ₹7,094.18 |
| 5 | Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm (one hundred millimetre) spread thickness (finished work including materials and labour) including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer - in- charge . | 4.5 | Per cubic metre | 2,250.4 | ₹10,126.8 |
| 6 | Providing and laying 1:4:8 (One cement : four sand : eight graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. | 3.9 | Per cubic metre | 5,632.1 | ₹21,965.19 |
| 7 | Providing and laying 60mm (sixty millimetre) thick faciory made cement concrete interlocking paver block of M-30 (M-thirty) 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 including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge. | 30 | Per square metre | 1,450.6 | ₹43,518 |
stage.html
html • 0.04 MB
tech_eval.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 • 0.68 MB
BOQ_208242.xls
BOQ • 0.47 MB
SBD.pdf
Tender Documents • 4.04 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 .