Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-Finance GOVT CONTRACTOR VILLAGE SHAKRALA P O MALYANA TEHSIL SHIMLA DISTT SHIMLA | L1 | Accepted-Finance Forfeit | |
| 2 | L2₹1.3 L+₹4,553.41 (3.70%)Rejected-Finance VILLAGE MAHUGA POST OFFICE DIGERH TEHSIL ANNI DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172001 | L2 | Rejected-Finance L2 | |
| 3 | L3₹1.3 L+₹8,945.10 (7.26%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹1.4 L+₹18,569.90 (15.1%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹16.1 L+₹14.9 L (1208.1%)Rejected-Finance VILLAGE BANAS P O JAON TEHSIL ANNI DISTT KULLU HP | SHIMLA | HIMACHAL PRADESH | 172001 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Suredner Kumar L6 | Gulab Chand L4 | YASH PAL SINGH L1 | TUSHAR GAUTAM L3 | AMRISH PURI L2 | Contractor L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting in all kinds of soil such as kankar, moorum, shingle boulders decomposed of soft rock or any such mixed in other variety of soil or rocks including filling in embankments where necessary including ramming and watering etc. stacking of serviceable materials at the place specified by the Engineer-in-Charge including all leads and lifts wherever or for what purpose required. | 15.09 | Cum | 450 ₹6,790.5 | 300 ₹4,527 | 250 ₹3,772.5 Lowest | 400 ₹6,036 | 346 ₹5,221.14 | 400 ₹6,036 |
| 2.00 | Excavation in foundation trenches etc. in all kinds of earth work such as spade work, pick work, jumper work saturated /un saturated soil blasting work and chiseling/wedging out of rocks where blasting work prohibited up to all depth and lifts including pumping and bailing out water where ever required 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 the plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated material within all leads and lifts, useful material available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in Charge. | 4.09 | Cum | 480 ₹1,963.2 | 350 ₹1,431.5 | 250 ₹1,022.5 Lowest | 390 ₹1,595.1 | 431 ₹1,762.79 | 450 ₹1,840.5 |
| 3.00 | Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth. | 0.91 | Cum | 8,800 ₹8,008 | 7,100 ₹6,461 | 6,000 ₹5,460 Lowest | 8,500 ₹7,735 | 6,666 ₹6,066.06 | 8,000 ₹7,280 |
| 4.00Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: | |||||||||
| 4.01 | Foundations, footings, basis of columns & the like and mass concrete. | 1.36 | Cum | 11,000 ₹14,960 | 9,800 ₹13,328 | 250 ₹340 Lowest | 9,100 ₹12,376 | 8,405 ₹11,430.8 | 11,000 ₹14,960 |
| 4.02 | Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. | 3 | Cum | 12,000 ₹36,000 | 10,500 ₹31,500 | 1,500 ₹4,500 Lowest | 9,800 ₹29,400 | 9,621 ₹28,863 | 12,000 ₹36,000 |
| 4.03 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to floor two levels within all leads and lifts as per direction of Engineer-in-Charge. | 0.6 | Cum | 13,000 ₹7,800 | 11,500 ₹6,900 | 1,500 ₹900 Lowest | 9,700 ₹5,820 | 9,948 ₹5,968.8 | 13,000 ₹7,800 |
| 5.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts: | |||||||||
| 5.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc upto 200 mm in thickness with in all leads and lifts as per direction of Engineer-in-Charge. | 4.8 | Sqm. | 620 ₹2,976 | 520 ₹2,496 | 1,500 ₹7,200 | 370 ₹1,776 Lowest | 530 ₹2,544 | 620 ₹2,976 |
| 5.02 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 39.98 | Sqm. | 620 ₹24,787.6 | 430 ₹17,191.4 | 1,500 ₹59,970 | 400 ₹15,992 Lowest | 459 ₹18,350.82 | 520 ₹20,789.6 |
Tender Value
₹1.5 L
EMD Value
₹3,018
Closing Date
14 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE JSVD Anni
EE JSVD Anni
Cons of Sector Storage Tank 10000 ltrs. at Bhartigad
2025_HPIPH_111638_1
3962-4007
Open Tender
Civil Works
Item Rate
120 days
Showad
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹3,018
25 Nov 2025
5 Aug 2025
18 Aug 2025
5 Aug 2025
14 Aug 2025
5 Aug 2025
Amount
Cutting in all kinds of soil such as kankar, moorum, shingle boulders decomposed of soft rock or any such mixed in other variety of soil or rocks including filling in embankments where necessary including ramming and watering etc. stacking of serviceable materials at the place specified by the Engineer-in-Charge including all leads and lifts wherever or for what purpose required.
Excavation in foundation trenches etc. in all kinds of earth work such as spade work, pick work, jumper work saturated /un saturated soil blasting work and chiseling/wedging out of rocks where blasting work prohibited up to all depth and lifts including pumping and bailing out water where ever required 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 the plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated material within all leads and lifts, useful material available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in Charge.
Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth.
Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:
Foundations, footings, basis of columns & the like and mass concrete.
Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level.
Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to floor two levels within all leads and lifts as per direction of Engineer-in-Charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts:
Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc upto 200 mm in thickness with in all leads and lifts as per direction of Engineer-in-Charge.
Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like
Providing Placing &Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts.: a) Tor steel
Providing and fixing manhole cover with angle iron in frame of The internal size of cover 450 mm x610 mm x 100 mm including providing & fixing of MS Angle iron frame of suitable size with ISA 50x50x4 mm complete with hold fasts & two handle & one coat of red oxide paint with in all leads & lifts & as per the entire satisfaction & direction of the Engineer-in-charge.
Laying and Jointing G.I. Pipes (light grade),tube fittings in trenches I/c earth work complete:-
32 mm dia Inlet & outlet and scour pipe
Providing & fixing brass full way with hand wheel of following nominal bore complete in all respect to the entire satisfaction of the Engineer-in-Charge.
32 mm dia
25 mm dia
AMRISH PURI (BID ID -544309)
TUSHAR GAUTAM (BID ID -544355)
Gulab Chand (BID ID -544286)
Contractor (BID ID -544412)
Suredner Kumar (BID ID -544415)
stage.html
html • 0.05 MB
technical_162735.pdf
techsummary_162735.pdf
finance_162735.pdf
BOQ Comparative Chart
xlsx
finsummary_162735.pdf
cancelled_1.pdf
pdf • 0.74 MB
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
Tendernotice_1.pdf
PDF • 1.79 MB
form6.pdf
Tender Documents • 0.39 MB
form8.pdf
Tender Documents • 1.28 MB
terms.pdf
Tender Documents • 0.48 MB
BOQ_162735.xls
BOQ • 0.28 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 .