Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC VILLAGE PO JARWA SUB TEHSIL RONHAT DISTRICT SIRMOUR H P | SIRMAUR | HIMACHAL PRADESH | 173001 | ₹1.6 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.7 LRejected-Finance VPO NAINIAHAN TEHSIL SHILLAI DISTT SIRMOUR HP | NAINIAHAN | SIRMOUR | HIMACHAL PRADESH | ₹1.7 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹1.9 LRejected-Finance VILLAGE PO JARWA SUB TEHSIL RONHAT DISTRICT SIRMOUR H P | SIRMAUR | HIMACHAL PRADESH | 173001 | ₹1.9 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹1.9 LRejected-Finance | ₹1.9 L | L4 | Rejected-Finance Rejected |
| 5 | L5₹1.9 LRejected-Finance | ₹1.9 L | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | CHATTER SINGH L6 | NETTER SINGH L2 | Bhadar Singh Contractor L3 | Naresh L1 | M/S SHER SINGH L4 | SURESH L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts as per the direction of Engineer in-charge. | 27.38 | Cum | 450 ₹12,321 | 385 ₹10,541.30 | 400 ₹10,952 | 380 ₹10,404.40 | 410 ₹11,225.80 | 410 ₹11,225.80 |
| 2.00 | Providing and laying cement concrete 1:4:8(1cement:4approved sand:8app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | 1.9 | Cum | 12,000 ₹22,800 | 11,500 ₹21,850 | 17,105 ₹32,499.50 | 8,900 ₹16,910 | 12,100 ₹22,990 | 12,100 ₹22,990 |
| 3.00Providing and laying cement concrete 1:1.5:3(1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | |||||||||
| 3.01 | Foundation and plinth including entire carriage of material upto all leads and lifts. | 1.51 | Cum | 14,000 ₹21,140 | 11,600 ₹17,516 | 14,900 ₹22,499 | 11,900 ₹17,969 | 14,910 ₹22,514.10 | 14,910 ₹22,514.10 |
| 3.02 | Wall (any thickness but not less than 0.1m thickness) attached pillasters,buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage ofmaterial upto all leads and lifts. | 3.35 | Cum | 14,500 ₹48,575 | 9,800 ₹32,830 | 15,000 ₹50,250 | 12,300 ₹41,205 | 17,000 ₹56,950 | 17,500 ₹58,625 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring,shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- | |||||||||
| 4.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc., up to 200mm in thickness. | 5.23 | Sqm | 800 ₹4,184 | 550 ₹2,876.50 | 430 ₹2,248.90 | 250 ₹1,307.50 | 440 ₹2,301.20 | 440 ₹2,301.20 |
| 4.02 | Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge .including entire carriage of material upto all leads and lifts. | 44.6 | Sqm | 1,000 ₹44,600 | 850 ₹37,910 | 350 ₹15,610 | 450 ₹20,070 | 360 ₹16,056 | 360 ₹16,056 |
| 5.00 | Providing and laying reinforced cement concrete work 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20 mm nominal size ) excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves and their supports balconies beams, girders bressumers and cantilevers upto floor two level in all heights and depths includiing all leads lifts and carriage of material at site and as directed by the Engineer Incharge. | 0.76 | Cum | 14,000 ₹10,640 | 11,500 ₹8,740 | 13,400 ₹10,184 | 15,000 ₹11,400 | 13,410 ₹10,191.60 | 13,410 ₹10,191.60 |
| 6.00 | Providing tor steel reinforcement for RCC work including bending,binding and placing in position complete upto floor two level.as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | 393 | Kg | 105 ₹41,265 | 85 ₹33,405 | 102 ₹40,086 | 100 ₹39,300 | 112 ₹44,016 | 112 ₹44,016 |
Tender Value
₹1.9 L
EMD Value
₹3,850
Closing Date
28 Oct 2025, 9:00 amClosed
Executive Engineer Jal Shakti Division Shillai
Executive Engineer Jal Shakti Division Shillai
C/O RCC storage tank 12000 litres capacity at village Pab in G.P. Panog).
2025_HPIPH_117993_3
SHL-SMR03-780-JSV DIV-SHILLAI4281-4320 Dt 15.10.2025
Open Tender
Civil Works
60 days
Shillai
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer Jal Shakti Division Shillai
₹3,850
17 Feb 2026
17 Oct 2025
28 Oct 2025
17 Oct 2025
28 Oct 2025
17 Oct 2025
Amount
Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts as per the direction of Engineer in-charge.
Providing and laying cement concrete 1:4:8(1cement:4approved sand:8app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.
Providing and laying cement concrete 1:1.5:3(1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
Foundation and plinth including entire carriage of material upto all leads and lifts.
Wall (any thickness but not less than 0.1m thickness) attached pillasters,buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage ofmaterial upto all leads and lifts.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring,shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:-
Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc., up to 200mm in thickness.
Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge .including entire carriage of material upto all leads and lifts.
Providing and laying reinforced cement concrete work 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20 mm nominal size ) excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves and their supports balconies beams, girders bressumers and cantilevers upto floor two level in all heights and depths includiing all leads lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing tor steel reinforcement for RCC work including bending,binding and placing in position complete upto floor two level.as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.
Providing and fixing MS sheet manhole cover of600 X 600mm to existing storage tank made of angle iron 40mm x 4mm base plate and manhole frame 35mm X 35mm X 4mm with MS sheet 2mm thick including cutting, welding, red lead paint and locking arrangement with lock complete including all leads, lifts and carriage of material at site and as per the direction of Engineer Incharge.
NETTER SINGH (BID ID -575779)
Bhadar Singh Contractor (BID ID -575124)
M/S SHER SINGH (BID ID -575698)
SURESH (BID ID -575718)
CHATTER SINGH (BID ID -575660)
stage.html
html • 0.06 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 • 0.23 MB
BOQ_172571.xls
BOQ • 0.27 MB
Terms_condition_pab_panog.pdf
Tender Documents • 0.01 MB
Form_6_pabPanog.pdf
Tender Documents • 0.24 MB
Download all tender documents and submit your bid