Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC HIMACHAL PRADESH HP | L1 | Accepted-AOC Award | |
| 2 | L2₹5.3 L+₹27,716 (5.56%)Rejected-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | L2 | Rejected-Finance Other than Lowest | |
| 3 | L3₹5.6 L+₹61,637.50 (12.4%)Rejected-Finance HIMACHAL PRADESH HP | L3 | Rejected-Finance Other than Lowest |
| Sl No | Description | Qty | Unit | GULZARI LAL L3 | Raj Kumar Prop R.K. Construction L1 | Rajesh Kumar L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in Foundation and trenches in earth work upto all depth in all kinds of soil such a pick work jumper work, blasting work, chiselling of soft / hard rock where blasting is prohibited in all leads and lifts and including trimming of side levelling of bed to correct grade stacking th excavated soil in 15 cm. layers when require into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lift and soring/strutting timbering and dewatering where ever required to the entire satisfaction the Engineer-in-Charge. | 365.54 | Cum | 600 ₹2,19,324 | 500 ₹1,82,770 Lowest | 550 ₹2,01,047 |
| 2.00 | Providing and laying cement concrete 1:3:6(1cement:3 sand:6 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts. | 1.47 | Cum | 8,800 ₹12,936 | 8,000 ₹11,760 Lowest | 8,100 ₹11,907 |
| 3.00 | Providing and laying in position specified grade of reinforced cement
concrete,:1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. | 1.25 | Cum | 9,900 ₹12,375 | 9,500 ₹11,875 | 9,450 ₹11,812.5 Lowest |
| 3.01 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | 5.4 | Cum | 9,250 ₹49,950 | 9,000 ₹48,600 Lowest | 9,100 ₹49,140 |
| 4.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor two level. | 598.5 | KG | 100 ₹59,850 | 95 ₹56,857.5 Lowest | 98 ₹58,653 |
| 5.00 | Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete & plain concrete work in all leads and lifts in:--Vertical surface such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge.Under base wall | 28.8 | Sqm | 400 ₹11,520 | 350 ₹10,080 Lowest | 355 ₹10,224 |
| 6.00 | Laying , jointiong and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (Medium Class) of following dia meters confirming to BIS: 1239 (Part-i), grade specified below (latest with up to date amendments) having wall 5.40 mm as specified below with bevelled ends and capable of with standing required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/tapers , all short pieces , beds ctc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer-in-charge. 100mm dia (MC) | 535 | Rmt | 185 ₹98,975 | 170 ₹90,950 Lowest | 175 ₹93,625 |
| 7.00 | Providing and fixing Cast iron Sluice valve of Bir /KARTAR/PELICON make BIS No. 14846 class PN 1.00 with flange Table-5 welding of flanges nut & bolts and gasket etc.The sluice valve conforming to IS-780 having class PN-1.0. The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.150mm dia | 2 | Nos | 20,000 ₹40,000 | 18,000 ₹36,000 Lowest | 19,000 ₹38,000 |
| 7.01 | 125 mm dia | 2 | Nos | 15,000 ₹30,000 | 13,200 ₹26,400 Lowest | 14,000 ₹28,000 |
| 7.02 | 100 mm dia | 2 | Nos | 12,500 ₹25,000 | 11,500 ₹23,000 Lowest | 11,800 ₹23,600 |
Tender Value
₹6.5 L
EMD Value
₹13,100
Closing Date
17 Jul 2025, 5:00 pmClosed
Executive Engineer
EE JSV Mandi
Providing Laying Jointing and Testing of GI pipe 100mm MC from Check Dam to head weir Chambi Jola from RD 0 to 535 535 Rmt and C/O Anchor Blocks
2025_HPIPH_109677_1
3819-48
Open Tender
Civil Works
Item Rate
90 days
Ratti Khad
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹13,100
25 Sept 2025
8 Jul 2025
18 Jul 2025
8 Jul 2025
17 Jul 2025
8 Jul 2025
Amount
Excavation in Foundation and trenches in earth work upto all depth in all kinds of soil such a pick work jumper work, blasting work, chiselling of soft / hard rock where blasting is prohibited in all leads and lifts and including trimming of side levelling of bed to correct grade stacking th excavated soil in 15 cm. layers when require into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lift and soring/strutting timbering and dewatering where ever required to the entire satisfaction the Engineer-in-Charge.
Providing and laying cement concrete 1:3:6(1cement:3 sand:6 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts.
Providing and laying in position specified grade of reinforced cement concrete,:1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor two level.
Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete & plain concrete work in all leads and lifts in:--Vertical surface such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge.Under base wall
Laying , jointiong and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (Medium Class) of following dia meters confirming to BIS: 1239 (Part-i), grade specified below (latest with up to date amendments) having wall 5.40 mm as specified below with bevelled ends and capable of with standing required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/tapers , all short pieces , beds ctc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer-in-charge. 100mm dia (MC)
Providing and fixing Cast iron Sluice valve of Bir /KARTAR/PELICON make BIS No. 14846 class PN 1.00 with flange Table-5 welding of flanges nut & bolts and gasket etc.The sluice valve conforming to IS-780 having class PN-1.0. The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.150mm dia
125 mm dia
100 mm dia
Rajesh Kumar (BID ID -535701)
GULZARI LAL (BID ID -535644)
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
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 .