Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-Finance BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L1 | Accepted-Finance Lowest | |
| 2 | L2₹5.5 L+₹15,611 (2.94%)Rejected-Finance NIWAS BELOW UTTAM GAS AJANCY DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L2 | Rejected-Finance 2nd Lowest |
Tender Value
Refer Docs
EMD Value
₹10,500
Closing Date
30 Apr 2026, 10:00 amClosed
Executive Engineer Division Kasumpti HPPWD Shimla-
Executive Engineer Division Kasumpti HPPWD Shimla-3
C/O R/wall in Front of Type - III D Block , C/O Drain , Repair of railing etc under Kasumpti sub Division
2026_PWD_134793_6
SD-I-CTR-Tender-26- 1383 dated 20-4-26
Open Tender
Civil Works
Percentage
30 days
kasupti
AS per SBD
12 documents required · 12 mandatory
₹350
₹10,500
12 May 2026
21 Apr 2026
30 Apr 2026
21 Apr 2026
30 Apr 2026
21 Apr 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 |
|---|---|---|---|---|---|
| 1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (i)Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | |||||
| 2 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 1:3:6 (One cement : Three coarse sand) : Six graded stone aggregate 20 mm nominal size) | 1 | Per Cubic Metre | - | - |
| 3Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. a) Cement Mortar 1:5:10(1one cement: five sand: ten graded stone agg.20mm nominal size). | |||||
| 4Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete including carriage of mateirals in all leads and lifts as per directions of the Engineer-in-Charge. (a)150 mm dia. | |||||
| 4.01 | 110mm dia | - | Per Running Metre | - | - |
| 4.02 | 90mm dia | - | Per Running Metre | - | - |
| 5Providing and fixing PVC single equal branch with oval access door, ISI marked insertion rubber washer 3 mm thick bolts and nuts complete including fixing with approved adhesive etc including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 150mm dia. | |||||
| 5.01 | 110mm dia | - | Each | - | - |
| 5.02 | 90mm dia | - | Each | - | - |
| 6Providing and fixing PVC Collers ISI including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a)150 mm dia. | |||||
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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 • 1.69 MB
SBD520364.pdf
Tender Documents • 7.00 MB
BOQ_199516.xls
BOQ • 0.33 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 .