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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | ₹14.2 L Quoted ₹14.9 L | L1 | Accepted-AOC quoted Rate |
| 2 | L2₹15.1 LRejected-Finance R O JARNAIL COTTAGE BCS NEW SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹15.1 L | L2 | Rejected-Finance hair bidders |
| 3 | L3₹15.3 LRejected-Finance R O VILLAGE P O BAKRAS TEHSIL SHILLAI DISTT SIRMOUR HP | ₹15.3 L | L3 | Rejected-Finance hair bidders |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SURENDAR HANSRETTA L1 | MS JARNAIL STEEL WELDING WORKS L2 | SOHAN SINGH L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.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 layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.Pick work 70% and jumper work 30%. | 210.7 | Cum | 600 ₹1.3 L | 733 ₹1.5 L | 740 ₹1.6 L |
| 2.00 | Providing and laying cement concrete 1:2:4 (1cement:2sand:4 graded stone agg. 20 mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge in :- a) Foundation and plinth. | 0.89 | Cum | 10,000 ₹8,900 | 10,860 ₹9,665.40 | 10,890 ₹9,692.10 |
| 3.00Providing and laying cement concrete work 1:2:4(1 cement: 2 sand: 4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge:- | ||||||
| 3.01 | Foundation and plinth. | 1.2 | Cum | 10,000 ₹12,000 | 11,230 ₹13,476 | 11,290 ₹13,548 |
| 3.02 | Walls (any thickness) but not less than 0.10 m thickness) attached pillasters, buttresses,plinth and string courses etc. from top of foundation level upto floor two level. | 6 | Cum | 10,000 ₹60,000 | 11,340 ₹68,040 | 11,450 ₹68,700 |
| 4.00 | Providing mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete all respect and to the entire satisfaction of the Engineer-in-charge:- | 360 | Kg | 95 ₹34,200 | 106 ₹38,160 | 110 ₹39,600 |
| 5.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting, strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | ||||||
| 5.01 | Vertical surfaces such as circular walls (any thickness), partitions and the like including attached pillasters,buttresses, plinth and string courses and the like. | 64.8 | Sqm | 450 ₹29,160 | 435 ₹28,188 | 460 ₹29,808 |
| 6.00 | Steel work welded in built up,sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of red lead paint:- In beams, Joists, channels, angles, tee, flats with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like. | 11.56 | Qtl | 12,500 ₹1.4 L | 11,970 ₹1.4 L | 12,120 ₹1.4 L |
| 7.00 | Providing and fixing of 0.60 mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron 'J' or 'L' hooks bolts and nuts 6 mm dia meter with prepainted limpet and rubber washers complete with all accessories as required as per the direction of Engineer -in-charge. | 33.12 | Sqm | 1,600 ₹52,992 | 1,352 ₹44,778.24 | 1,375 ₹45,540 |
Tender Value
₹14.9 L
EMD Value
₹29,770
Closing Date
31 Dec 2025, 11:00 amClosed
AGM BWS SJPNL Us Club Shimla 171001
AGM BWS SJPNL Us Club Shimla 171001
LWSS Shimla Town SH Providing Fixing of Electromagnetic Flo Meter 400 mm dia on gravity line from Craignano to sanjauli with all arrangement of reducer bends from 600 mm dia line to 450 mm dia and then to 400 mm dia as per site requirement
2025_SJPNL_124039_1
1573-1582 date 20/12/2025
Open Tender
Civil Works
90 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹29,770
23 Feb 2026
20 Dec 2025
31 Dec 2025
20 Dec 2025
31 Dec 2025
20 Dec 2025
20 Dec 2025 - 31 Dec 2025
Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.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 layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.Pick work 70% and jumper work 30%.
Providing and laying cement concrete 1:2:4 (1cement:2sand:4 graded stone agg. 20 mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge in :- a) Foundation and plinth.
Providing and laying cement concrete work 1:2:4(1 cement: 2 sand: 4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge:-
Foundation and plinth.
Walls (any thickness) but not less than 0.10 m thickness) attached pillasters, buttresses,plinth and string courses etc. from top of foundation level upto floor two level.
Providing mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete all respect and to the entire satisfaction of the Engineer-in-charge:-
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting, strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Vertical surfaces such as circular walls (any thickness), partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.
Steel work welded in built up,sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of red lead paint:- In beams, Joists, channels, angles, tee, flats with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like.
Providing and fixing of 0.60 mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron 'J' or 'L' hooks bolts and nuts 6 mm dia meter with prepainted limpet and rubber washers complete with all accessories as required as per the direction of Engineer -in-charge.
Providing, laying & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3183-2007 (Latest with up to date ammendments) having minimum wall thickness as specified below & capable of withstanding required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be levelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with uptodate ammendments (leak proof) in three layers at site of work with welded rods of Advani/oeriliken make/ISI marked (welded rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces,tee bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-In-Charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API L210 or A.The laying shall confirm to BIS 5822-970 or latest with upto date ammendments to the entire satisfaction of Engineer-In-Charge. (Earth work & cost of MS Flanges after 100meter length shall be measured & paid for seperately.) including all leads, lifts and carriage of materials at site and as per direction and to the entire satisfaction of the Engineer-In-Charge.
API pipe L210 or A 400mm dia with wall thickness 5.20mm
API pipe L210 or A 450mm dia with wall thickness 5.20mm
API pipe L210 or A 600mm dia with wall thickness 5.20mm
Manufacturing & Fixing API pipe reducer as per site requirment made out of parent pipe API pipe 600 mm x 450mm dia i/c cutting welding of API pipe complete in all respect as per the direction of the Engineer-in-charge.
Manufacturing & Fixing API pipe reducer as per site requirment made out of parent pipe API pipe 450 mm x 400mm dia i/c cutting welding of API pipe complete in all respect as per the direction of the Engineer-in-charge.
Manufacturing & Fixing API pipe bend of required degree as per site requirment made out of parent pipe API pipe 450mm dia i/c cutting welding of API pipe complete in all respect as per the direction of the Engineer-in-charge.
Providing fixing and jointing of M.S.flanges conforming to IS-6392-1971 (latest with upto date ammendment) flange dia, table and nominal pressure as specified below welded at both ends of pipes (as per site condition for particular reach as required) according to relevant BIS Code 816-1962 and provided with nuts and bolts of required size as per BIS code 1364 including 3mm thick compressed asbestos fiber gasket of synthetic rubber gasket conforming to relevant BIS code 2712-1965 complete in all respect including all leads and lifts.
400 mm dia Table 17.
Providing & Fixing of Electromagnetic Flow meter 400 mm dia complete in all respect as per the direction of the Engineer-in-charge.
Hire charge for Diesel Generator set for cutting/welding of pipe complete in all respect as per the direction of the Engineer-in-charge.
Hire charge for pickup vehical for Diesel Generator set complete in all respect as per the direction of the Engineer-in-charge.
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