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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H2₹13.7 L−₹8,046 (0.57%)Accepted-AOC | ₹13.7 L−₹8,046 (0.57%) Quoted ₹14.0 L | H2 | Accepted-AOC Lowest One |
| 2 | H1₹14.1 LRejected-AOC | ₹14.1 L | H1 | Rejected-AOC Not Lowest One |
| Sl No | Description | Qty | Unit | Yogesh Chauhan H1 | Lekh Raj Rana H2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches for pipes & pits upto all depth 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 in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking,timbering & dewatering wherever required stacking the useable/ unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering and then disposing of all surplus excavated soil/unuseable material as directed within all leads& lifts including restoration of un-metalled surfaces to its orginal condition & including cost of diversion for traffic, night signals, fixing caution boards,crossing over trenches for access to houses, fencing etc.complete in all respects within all leads & lifts as per direction of the Engineer-in-Charge.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 all leads and lifts. | 48.91 | Cum | 340 ₹16,629.4 | 330 ₹16,140.3 Lowest |
| 2.00Providing Laying , jointing and testing in trenches of MSERW Bevaled edge flanged/wet welded pipes conforming to IS/ISO: 3183-2007 grade L-290 or X42 of below mentioned grade in item as per dimentions weight and test pressure mentioned therein code( Mill Tolerances to be restricted with in 3%) in random length of 4 to 7 mtr. including the cost of fabrication of bends by butt welding from perent tube as required at site. welding of pipes will be done as per IS: 816-1969 with electrode as per 814-1991 of make Adwani/ Orelin (Adore)/ ESAH . The laying and jointing of pipes should confirm to IS: 5822-1994( Earth work in trenches, flanged joint and butt welded joints except in bends to be measured and paid for seperatly). The pipes and specials shall have out side wrapping with galvanised as per BIS: 4736. The galvanisation is done by the manufacturing firm it self complete in all repect. ( latest upto date amendments) | |||||
| 2.01 | MSERW pipe 300mm dia. Pipe Grade L290 0r X42 having wall thickness 6.4mm, | 110 | Rmt | 9,420 ₹10,36,200 | 9,400 ₹10,34,000 Lowest |
| 3.00 | Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ES/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts to the entire satisfaction of Engineer in charge. | 18 | Nos. | 2,950 ₹53,100 | 2,900 ₹52,200 Lowest |
| 4.00 | Providing and laying cement concrete 1:4:8 (1Cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts. | 2.02 | Cum | 6,450 ₹13,029 | 6,400 ₹12,928 Lowest |
| 5.00 | Providing and laying cement concrete 1:5:10 (1Cement:5sand:10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts. | 14.19 | Cum | 6,240 ₹88,545.6 | 6,200 ₹87,978 Lowest |
| 6.00Providing form work with steel plates3.15 mm thick welded with angle iron in frame30x30x5mm soas to give a fair wooden battens and ballies , height of propping and centeringincluding centering, shuttering,strutting and propping etc.with finish below supporting floor to ceiling not exceeding 4.00 mtrs. And removal of the same for in situ reinforced and plain concrete work in. | |||||
| 6.01 | Vertical surfaces such as wall ( any thickness) partitions and the like includig attached pilasters, buttresses, plinth and string courses and the like. | 46.54 | Sqm | 460 ₹21,408.4 | 450 ₹20,943 Lowest |
| 7.00Providing and laying cement concrete 1:2:4 (1Cement:2sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcementfo RCC work in :- | |||||
| 7.01 | Foundation footings bases of columns and the like; and mass concrete as per direction and to the entire satisfation of Engineer- in- charge up to all leads and lifts. | 22.88 | Cum | 7,250 ₹1,65,880 | 7,200 ₹1,64,736 Lowest |
Tender Value
Refer Docs
EMD Value
₹28,334
Closing Date
9 Feb 2026, 5:00 pmClosed
Executive Engineer JS Division Sarkaghat
Executive Engineer JS Division Sarkaghat
C o Thrust blocks Providing laying jointing and testing of 300 mm dia MSERW pipe and C o Retaining wall to protect Pump house at Bahri
2026_HPIPH_127042_1
8871-8920 dt. 30.01.2026
Open Tender
Civil Works
Item Rate
180 days
Bahri
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer JS Division Sarkaghat
₹28,334
18 Jul 2026
30 Jan 2026
10 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches for pipes & pits upto all depth 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 in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking,timbering & dewatering wherever required stacking the useable/ unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering and then disposing of all surplus excavated soil/unuseable material as directed within all leads& lifts including restoration of un-metalled surfaces to its orginal condition & including cost of diversion for traffic, night signals, fixing caution boards,crossing over trenches for access to houses, fencing etc.complete in all respects within all leads & lifts as per direction of the Engineer-in-Charge.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 all leads and lifts. | 48.91 | Cum | - | - |
| 2Providing Laying , jointing and testing in trenches of MSERW Bevaled edge flanged/wet welded pipes conforming to IS/ISO: 3183-2007 grade L-290 or X42 of below mentioned grade in item as per dimentions weight and test pressure mentioned therein code( Mill Tolerances to be restricted with in 3%) in random length of 4 to 7 mtr. including the cost of fabrication of bends by butt welding from perent tube as required at site. welding of pipes will be done as per IS: 816-1969 with electrode as per 814-1991 of make Adwani/ Orelin (Adore)/ ESAH . The laying and jointing of pipes should confirm to IS: 5822-1994( Earth work in trenches, flanged joint and butt welded joints except in bends to be measured and paid for seperatly). The pipes and specials shall have out side wrapping with galvanised as per BIS: 4736. The galvanisation is done by the manufacturing firm it self complete in all repect. ( latest upto date amendments) | |||||
| 2.01 | MSERW pipe 300mm dia. Pipe Grade L290 0r X42 having wall thickness 6.4mm, | 110 | Rmt | - | - |
| 3 | Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ES/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts to the entire satisfaction of Engineer in charge. | 18 | Nos. | - | - |
| 4 | Providing and laying cement concrete 1:4:8 (1Cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts. | 2.02 | Cum | - | - |
| 5 | Providing and laying cement concrete 1:5:10 (1Cement:5sand:10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts. | 14.19 | Cum | - | - |
| 6Providing form work with steel plates3.15 mm thick welded with angle iron in frame30x30x5mm soas to give a fair wooden battens and ballies , height of propping and centeringincluding centering, shuttering,strutting and propping etc.with finish below supporting floor to ceiling not exceeding 4.00 mtrs. And removal of the same for in situ reinforced and plain concrete work in. | |||||
| 6.01 | Vertical surfaces such as wall ( any thickness) partitions and the like includig attached pilasters, buttresses, plinth and string courses and the like. | 46.54 | Sqm | - | - |
| 7Providing and laying cement concrete 1:2:4 (1Cement:2sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcementfo RCC work in :- | |||||
| 7.01 | Foundation footings bases of columns and the like; and mass concrete as per direction and to the entire satisfation of Engineer- in- charge up to all leads and lifts. | 22.88 | Cum | - | - |
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