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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance VILLAGE RAST PO SUB TEHSIL RONHAT DISTRICT SIRMOUR HP | RONHAT | SIRMOUR | HIMACHAL PRADESH | 173027 | ₹4.4 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹4.5 LRejected-Finance VPO NAINIAHAN TEHSIL SHILLAI DISTT SIRMOUR HP | NAINIAHAN | SIRMOUR | HIMACHAL PRADESH | ₹4.5 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹4.8 LRejected-Finance VILLAGE BANDLI P O KANDO BHATNOL TEHSIL SHILLAI DISTRICT SIRMOUR H P | BANDLI | SIRMOUR | HIMACHAL PRADESH | ₹4.8 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹4.8 LRejected-Finance VILLAGE P O CHAURA TEHSIL NICHAR DISTRICT KINNAUR H P | ₹4.8 L | L4 | Rejected-Finance Rejected |
| 5 | Not Admitted-Fee/PreQual/Technical VILLAGE BANDLI PO KANDO BHATNOL TEHSIL SHILLAI DISTRICT SIRMOUR HP | BANDLI | SIRMOUR | HIMACHAL PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SURENDER SINGH L4 | baru ram L3 | DAULAT RAM CHAUHAN L1 | NETTER SINGH L2 |
|---|---|---|---|---|---|---|---|
| 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. | 3.46 | Cum | 635 ₹2,197.10 | 760 ₹2,629.60 | 400 ₹1,384 | 615 ₹2,127.90 |
| 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. | 0.86 | Cum | 10,500 ₹9,030 | 10,500 ₹9,030 | 8,965.3 ₹7,710.16 | 12,000 ₹10,320 |
| 3.00Providing and laying cement concrete 1:2:4 [ 1 cement:2 sand :4 graded stone aggregate 20mm nominal size]and curing complete excluding cost of form work andreinfocement for reinforced cement concrete work:- | |||||||
| 3.01 | In suspended floors,String Cource, roofs,landing and shalves, and theirsupport balconies, beams, and girders, bressumersand cantilever up to floor two level | 2.43 | Cum | 14,500 ₹35,235 | 14,500 ₹35,235 | 13,000 ₹31,590 | 12,500 ₹30,375 |
| 3.02 | Columns, pillars, posts and struts includiing all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | 2.04 | Cum | 14,500 ₹29,580 | 14,500 ₹29,580 | 13,000 ₹26,520 | 12,500 ₹25,500 |
| 4.00Providing form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5 mm so as to give fair finish including centering ,shuttering, propping etc. in all leads and lifts and removal of the same for-in-situ reinforced concrete and plaiin concrete work as per directions and to the entire satisfaction of Engineer- in Charge at site of work. in:- | |||||||
| 4.01 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | 21.24 | Sqm | 440 ₹9,345.60 | 440 ₹9,345.60 | 378.45 ₹8,038.28 | 390 ₹8,283.60 |
| 5.00 | Brick work using common burnt clay building bricks in super structure in Cement mortar 1:6 (1 cement : 6 sand) with in all leads , lifts and carriage of material at site and as directed by the Engineer Incharge. 2nd class bricks. | 0.52 | Cum | 15,500 ₹8,060 | 15,500 ₹8,060 | 12,253.45 ₹6,371.79 | 13,400 ₹6,968 |
| 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. | 312.55 | Kg | 105 ₹32,817.75 | 102 ₹31,880.10 | 85 ₹26,566.75 | 103 ₹32,192.65 |
| 7.00 | Steel work welded in built up sections, trusses, framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in gratings, framed guard bars, ladders railling, brackets and similar works with all leads and lifts. | 3.06 | Qtl. | 14,600 ₹44,676 | 14,600 ₹44,676 | 15,000 ₹45,900 | 14,600 ₹44,676 |
Tender Value
₹4.2 L
EMD Value
₹8,450
Closing Date
16 Mar 2026, 9:00 amClosed
Executive Engineer Jal Shakti Division Shillai
Executive Engineer Jal Shakti Division Shillai
(SH- Repair of AE Office at sub Division Rohnat)
2026_HPIPH_130136_1
SHL-SMR03-780-JSV DIV-SHILLAI 7191-7249 Dt 02.03.2026
Open Tender
Civil Works
90 days
Shillai
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer Jal Shakti Division Shillai
₹8,450
8 Apr 2026
3 Mar 2026
16 Mar 2026
3 Mar 2026
16 Mar 2026
3 Mar 2026
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 1:2:4 [ 1 cement:2 sand :4 graded stone aggregate 20mm nominal size]and curing complete excluding cost of form work andreinfocement for reinforced cement concrete work:-
In suspended floors,String Cource, roofs,landing and shalves, and theirsupport balconies, beams, and girders, bressumersand cantilever up to floor two level
Columns, pillars, posts and struts includiing all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5 mm so as to give fair finish including centering ,shuttering, propping etc. in all leads and lifts and removal of the same for-in-situ reinforced concrete and plaiin concrete work as per directions and to the entire satisfaction of Engineer- in Charge at site of work. in:-
Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.
Brick work using common burnt clay building bricks in super structure in Cement mortar 1:6 (1 cement : 6 sand) with in all leads , lifts and carriage of material at site and as directed by the Engineer Incharge. 2nd class bricks.
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.
Steel work welded in built up sections, trusses, framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in gratings, framed guard bars, ladders railling, brackets and similar works with all leads and lifts.
Providing and fixing fibre glass Door with including frame(STANDARD CLOSED BACK FRAME shall be of extruded aluminium 6063-TS alloy and wall thickness of 0.125 '', Tube section will be 2''X8'' with joints connected by use of reinforcing clips and machine screw , all exposed screw must be stainless steel with spanner heads.) ( The fiberglass panels will be constructed of two sheets of 1.20 fibreglass sgeets bonded to 3/4 '' core material . Panel thickness will be 1''.An aluminium frame surrondeds the perimeter of the panel and measures 1''X1''X1'' with 1/8'' wall thickness.FRP face sheet will be 0.120 mm minimum thickness with a pebble like surface.)
Size (1.00 X2.10)
Size (0.90 X2.10)
Size ( 0.75 X2.10)
Providing and fixing fibre glass Window with including frame(STANDARD CLOSED BACK FRAME shall be of extruded aluminium 6063-TS alloy and wall thickness of 0.125 '', Tube section will be 2''X8'' with joints connected by use of reinforcing clips and machine screw , all exposed screw must be stainless steel with spanner heads.) (The Glass panel be of 2 mm to 3mm glass with complete all accessories of sealant, csrews and gaskets.
Providing and fixing anodized aluminium sliding door bolts with nuts and serews complete as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts..:-300x16mm
Providing and fixing anodized aluminium tower bolts (barrel type) with nuts and serews complete as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts:-
Providing and fixing anodized aluminium handles with necessary screws complete as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts..:-
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