Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.3 LAccepted-AOC | ₹1.3 L | L-1 | Accepted-AOC Lowest-1 |
| 2 | L-2₹1.4 L+₹7,319.60 (5.52%)Rejected-Finance | ₹1.4 L+₹7,319.60 (5.52%) | L-2 | Rejected-Finance Lowest-2 |
| 3 | L-3₹1.4 L+₹10,131.50 (7.65%)Rejected-Finance VILLAGE DOGHARI PO MOVISERI TEHSIL CHACHIOT DISTT MANDI HP | ₹1.4 L+₹10,131.50 (7.65%) | L-3 | Rejected-Finance Lowest-3 |
| 4 | L-4₹1.5 L+₹13,748.40 (10.4%)Rejected-Finance | ₹1.5 L+₹13,748.40 (10.4%) | L-4 | Rejected-Finance Lowest-4 |
| Sl No | Description | Qty | Unit | tej ram construction company L2 | AMAR NATH L3 | RANJIT SINGH L1 | GHANSHYAM RANA L4 |
|---|---|---|---|---|---|---|---|
| 1.00Removal of horizontal layers filtering media duly graded, screened, cleaned and washed as specified complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | |||||||
| 1.01 | Top layer: fine Sand | 9.2 | Cum | 290 ₹2,668 | 300 ₹2,760 | 220 ₹2,024 Lowest | 285 ₹2,622 |
| 1.02 | 2nd layer:3 mm to 6 mm gravel (Coursed Sand) | 4.6 | Cum | 290 ₹1,334 | 305 ₹1,403 | 220 ₹1,012 Lowest | 285 ₹1,311 |
| 1.03 | 3rd Layer: Bajri 6 mm to 20 mm | 4.6 | Cum | 390 ₹1,794 | 350 ₹1,610 | 300 ₹1,380 | 285 ₹1,311 Lowest |
| 1.04 | 4th Layer: Bajri 20 mm to 25 mm | 4.6 | Cum | 390 ₹1,794 | 350 ₹1,610 | 300 ₹1,380 | 285 ₹1,311 Lowest |
| 1.05 | Bottom layer: Broken stone 50 mm to 75 mm | 6.9 | Cum | 390 ₹2,691 | 350 ₹2,415 | 300 ₹2,070 | 285 ₹1,966.5 Lowest |
| 2.00 | Removal of dry bricks in filter bed in two layers so as to make cross drains complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 3,278 | Nos. | 0.5 ₹1,639 Lowest | 0.7 ₹2,294.6 | 0.7 ₹2,294.6 | 0.85 ₹2,786.3 |
| 3.00Providing and laying integral cement based treatment for water proofing on waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surface and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks upto a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-Charge. The product performance shall carry guarantee for 10 years against any leakage complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. | |||||||
| 3.01 | For horizontal surface one coat @1.10 Kg per Sqm. | 46 | Sqm | 400 ₹18,400 Lowest | 410 ₹18,860 | 450 ₹20,700 | 600 ₹27,600 |
| 4.00 | Replacing of dry bricks in filter bed in two layers so as to make cross drains complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 3,278 | Nos. | 0.6 ₹1,966.8 Lowest | 0.7 ₹2,294.6 | 0.7 ₹2,294.6 | 0.85 ₹2,786.3 |
Tender Value
₹1.7 L
EMD Value
₹3,500
Closing Date
20 Mar 2026, 10:00 amClosed
EE
Executive Engineer JS Division Baggi Distt. Mandi H.P.
as per BOQ
2026_HPIPH_131242_1
EE-JSD-BGI/2025- 31810-60 dt. 10/03/2026
Open Tender
Chemicals/Minerals
Item Rate
90 days
Baggi
as per NIT
6 documents required · 6 mandatory
₹500
₹3,500
27 Jun 2026
12 Mar 2026
20 Mar 2026
12 Mar 2026
20 Mar 2026
12 Mar 2026
Removal of horizontal layers filtering media duly graded, screened, cleaned and washed as specified complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Top layer: fine Sand
2nd layer:3 mm to 6 mm gravel (Coursed Sand)
3rd Layer: Bajri 6 mm to 20 mm
4th Layer: Bajri 20 mm to 25 mm
Bottom layer: Broken stone 50 mm to 75 mm
Removal of dry bricks in filter bed in two layers so as to make cross drains complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Providing and laying integral cement based treatment for water proofing on waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surface and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks upto a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-Charge. The product performance shall carry guarantee for 10 years against any leakage complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge.
For horizontal surface one coat @1.10 Kg per Sqm.
Replacing of dry bricks in filter bed in two layers so as to make cross drains complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Replacing of replaced filter media (In Filter bed) duly graded, sreened, cleaned and washed as specified below complete job in all respects in all leads and lifts as per the best satisfaction of the Engineer-in-Charge.
Bottom layer: Broken stone 50 mm to 75 mm
4th Layer: Bajri 20 mm to 25 mm
3rd layer: Bajri 6 mm to 20 mm
2nd layer:3 mm to 6 mm gravel
Providing and placing in horizontal layers filtering media duly graded screened washed and cleaned complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Top Layer: Fine sand (Eff. Size 0.20 mm to 0.40 mm and uniformity co-efficient 2.00 to 3.00)
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 • 0.46 MB
FORM_6.pdf
Tender Documents • 0.42 MB
TC.pdf
Tender Documents • 0.14 MB
BOQ_194032.xls
BOQ • 2.38 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 .