Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹75,908Accepted-Finance | L-1 | Accepted-Finance due to rates are on lesser side | |
| 2 | L-2₹78,935+₹3,027 (3.99%)Rejected-Finance TEHSIL BHARMOUR DISTRICT CHAMBA HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | L-2 | Rejected-Finance due to rates are on higher side | |
| 3 | L-3₹96,571+₹20,663 (27.2%)Rejected-Finance HPSEBL THALOUT | KANGRA | HIMACHAL PRADESH | 176201 | L-3 | Rejected-Finance due to rates are on higher side | |
| 4 | L-4₹1.0 L+₹28,069 (37.0%)Rejected-Finance | L-4 | Rejected-Finance due to rates are on higher side | |
| 5 | L-5₹1.1 L+₹36,341 (47.9%)Rejected-Finance | L-5 | Rejected-Finance due to rates are on higher side |
| Sl No | Description | Qty | Unit | SHAUKAT ALI L4 | Sardar Mohd L1 | Anoop Kumar L2 | ZULFKAR AHMED L5 | INDER SINGH L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 97.34 | Cum | 550 ₹53,537 | 365 ₹35,529 Lowest | 440 ₹42,830 | 620 ₹60,351 | 525 ₹51,104 |
| 2.00Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in.as per the directions of Engineer-in-charge. | ||||||||
| 2.10 | Foundation and Plinth. | 0.49 | Cum | 14,000 ₹6,860 | 8,500 ₹4,165 | 6,500 ₹3,185 Lowest | 14,500 ₹7,105 | 12,000 ₹5,880 |
| 3.00Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.as per the directions of Engineer-in-charge. | ||||||||
| 3.10 | Foundation footings bases of columns and the like and mass concrete.all leaads and lifts as per the direction of Engineer in Charge | 0.14 | Cum | 18,000 ₹2,520 | 9,500 ₹1,330 Lowest | 9,500 ₹1,330 Lowest | 17,000 ₹2,380 | 16,000 ₹2,240 |
| 3.20 | Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level)within all leaads and lifts as per the direction of Engineer in Charge | 0.44 | Cum | 18,000 ₹7,920 | 9,500 ₹4,180 Lowest | 9,500 ₹4,180 Lowest | 18,000 ₹7,920 | 16,100 ₹7,084 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.as per the directions of Engineer-in-charge. | ||||||||
| 4.10 | Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like.within all leaads and lifts as per the direction of Engineer in Charge | 9.28 | Sqmt | 500 ₹4,640 | 450 ₹4,176 | 400 ₹3,712 Lowest | 600 ₹5,568 | 480 ₹4,454 |
| 4.20 | Flat surface such as soffits of suspended floors, roofs ,landing and like floor etc. upto 200 milmetres in thickness including all leaads and lifts as per the direction of Engineer in Charge | 0.69 | Sqmt | 800 ₹552 | 350 ₹242 Lowest | 350 ₹242 Lowest | 850 ₹587 | 750 ₹518 |
| 5.00 | P/L cement concrete work 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size)and curing complet excluding the cost of form work and reinforcemnet work,in suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge. | 0.14 | Cum | 17,000 ₹2,380 | 9,000 ₹1,260 | 8,500 ₹1,190 Lowest | 16,000 ₹2,240 | 15,500 ₹2,170 |
Tender Value
₹1.2 L
EMD Value
₹2,467
Closing Date
12 Nov 2025, 5:00 pmClosed
EE JSV Division Tissa
EE JSV Division Tissa
Repair of C o RCC intake chamber 1 No and GI pipe of various dia at various Rds
2025_HPIPH_119595_1
EE-JSD-TSA-EA-I-2025- 3398-3447 dated- 03-11-2025
Open Tender
Civil Works
Item Rate
90 days
EE JSV Division Tissa
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE JSV DIVISION TISSA
₹2,467
10 Dec 2025
3 Nov 2025
13 Nov 2025
3 Nov 2025
12 Nov 2025
3 Nov 2025
Amount
Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in.as per the directions of Engineer-in-charge.
Foundation and Plinth.
Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.as per the directions of Engineer-in-charge.
Foundation footings bases of columns and the like and mass concrete.all leaads and lifts as per the direction of Engineer in Charge
Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level)within all leaads and lifts as per the direction of Engineer in Charge
Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.as per the directions of Engineer-in-charge.
Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like.within all leaads and lifts as per the direction of Engineer in Charge
Flat surface such as soffits of suspended floors, roofs ,landing and like floor etc. upto 200 milmetres in thickness including all leaads and lifts as per the direction of Engineer in Charge
P/L cement concrete work 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size)and curing complet excluding the cost of form work and reinforcemnet work,in suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge.
Providing mild steel/ tor steel reinforcement for R.C.C work including bending, binding &placing in position complete upto floor two level Tor steel.
Providing & Fixing cast iron cover 455x610 mm wt. of cover 23kg( including locking arrangment )
Laying in trenches galvanized mild steel tubes including fittings complete (earth work in trenches to be measured and paid for separately) 20 mm (Scour Pipe)
Providing & fixing wheel valve with wheel inlet & outlet , Scour pipe 20 mm dia
Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. as per the direction of Engineer in charge
20 mm Dia
15 mm Dia
Anoop Kumar (BID ID -580806)
INDER SINGH (BID ID -579239)
SHAUKAT ALI (BID ID -579220)
ZULFKAR AHMED (BID ID -579257)
stage.html
html • 0.04 MB
tech_eval.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 • 1.96 MB
f6.pdf
Tender Documents • 0.72 MB
tandc.pdf
Additional Documents • 0.40 MB
BOQ_175098.xls
BOQ • 0.28 MB
f8.pdf
Tender Documents • 4.74 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 .