Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance VILLAGE MANAL P O KANDO BHATNOL TEHSIL SHILLAI DISTRICT SIRMOUR H P | KANDO BHATNOL | SIRMOUR | HIMACHAL PRADESH | 173027 | ₹2.1 L | L1 | Accepted-Finance Accept |
| 2 | L2₹2.4 L+₹26,993 (13.0%)Rejected-Finance | ₹2.4 L+₹26,993 (13.0%) | L2 | Rejected-Finance Reject |
| 3 | L3₹2.6 L+₹55,137 (26.5%)Rejected-Finance | ₹2.6 L+₹55,137 (26.5%) | L3 | Rejected-Finance Reject |
| 4 | L4₹2.7 L+₹62,292 (29.9%)Rejected-Finance CONTR VILLAGE BIHALI PO LARJI TEHSIL SAINJ DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172002 | ₹2.7 L+₹62,292 (29.9%) | L4 | Rejected-Finance Reject |
| 5 | L5₹2.8 L+₹67,563 (32.5%)Rejected-Finance | ₹2.8 L+₹67,563 (32.5%) | L5 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Veena Potan L5 | Mohan Lal L4 | Krishan Singh Ranta L6 | RAGHUBIR SINGH L1 | ATUL SISODIA L3 | Manjeev Kumar L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 529.16 | Cum | 388 ₹2,05,314 | 365 ₹1,93,143 | 460 ₹2,43,414 | 299 ₹1,58,219 Lowest | 413 ₹2,18,543 | 329 ₹1,74,094 |
| 2.00 | Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. (a)3mm to 6mm stone chips/Bajri | 0.05 | Cum | 15,000 ₹750 | 12,000 ₹600 | 12,000 ₹600 | 100 ₹5 Lowest | 8,900 ₹445 | 8,000 ₹400 |
| 2.01 | Manufacturing and fixing intake-cum- filter box 40x40x60 cm with M.S. sheet (2.00mm thick) by cutting and welding (two layers) including MS angle achors 45x45x5 mm at corners, catch trough 20 cm on one side of box with MS bar screens having mesh size not more than 5 mm, inside MS perforated sheet with holes not more than 5mm to support filter media (Media will be paid and measured separately). Providing outlet with G.I.pipe 15to 20 mm dia GI nipple with suitable reducing socket and inside remove-able wire mesh strainer mesh size not more than 5mm, 25 mm dia G.I. socket for over-flow and scouring fixed with plug, complete with locking arrangement and handles for lifting including placing in position at site (earth work to be paid and measusred separately) with appoxy painting inside and outside as per design and drawing with all leads and lifts as per per direction and satisfaction of Engineer-in-charge. Not Less then 30 K.g | 1 | nos | 18,000 ₹18,000 | 18,000 ₹18,000 | 20,000 ₹20,000 | 7,700 ₹7,700 Lowest | 9,100 ₹9,100 | 9,000 ₹9,000 |
| 2.02Laying and jointing in treanches GMS tube the same as per entire satisfication of Engineer - in - Charge. | |||||||||
| 2.03 | 25 mm dia. | 2,350 | Rmt | 22 ₹51,700 | 25 ₹58,750 | 20 ₹47,000 | 17.99 ₹42,277 | 15 ₹35,250 Lowest | 22 ₹51,700 |
Tender Value
₹4.1 L
EMD Value
₹8,111
Closing Date
22 Sept 2025, 11:00 amClosed
EE Nerwa
EE Nerwa
sh Manufacturing and fixing intake-cum-filter box 40x40x60 cm with M.S. Sheet 200mm thick and laying jontng of GI pipe for village pabodhar.
2025_HPIPH_114715_1
JSV-ND-CB-Ten/2025/4297-4397
Open Tender
Civil Works
Item Wise
60 days
JSV Division Nerwa
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Nerwa
₹8,111
25 Oct 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
Amount
Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. (a)3mm to 6mm stone chips/Bajri
Manufacturing and fixing intake-cum- filter box 40x40x60 cm with M.S. sheet (2.00mm thick) by cutting and welding (two layers) including MS angle achors 45x45x5 mm at corners, catch trough 20 cm on one side of box with MS bar screens having mesh size not more than 5 mm, inside MS perforated sheet with holes not more than 5mm to support filter media (Media will be paid and measured separately). Providing outlet with G.I.pipe 15to 20 mm dia GI nipple with suitable reducing socket and inside remove-able wire mesh strainer mesh size not more than 5mm, 25 mm dia G.I. socket for over-flow and scouring fixed with plug, complete with locking arrangement and handles for lifting including placing in position at site (earth work to be paid and measusred separately) with appoxy painting inside and outside as per design and drawing with all leads and lifts as per per direction and satisfaction of Engineer-in-charge. Not Less then 30 K.g
Laying and jointing in treanches GMS tube the same as per entire satisfication of Engineer - in - Charge.
25 mm dia.
Manjeev Kumar (BID ID -558948)
ATUL SISODIA (BID ID -557979)
Mohan Lal (BID ID -559172)
Veena Potan (BID ID -558609)
Krishan Singh Ranta (BID ID -558746)
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
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 .