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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.6 LAccepted-AOC | L1 | Accepted-AOC Eligible | |
| 2 | L2₹22.7 L+₹1.6 L (7.38%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical HIMACHAL PRADESH HP | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | KARTIK MAHAJAN L1 | YOGESH MAHAJAN L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | 13.2 | Cum. | 410 ₹5,412 Lowest | 450 ₹5,940 |
| 2.00 | Providing & laying in position cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in all works upto plinth level all complete as specified & directed by the Engineer-in-charge | 1.03 | Cum. | 5,500 ₹5,665 Lowest | 5,860 ₹6,035.8 |
| 3.00Providing and laying cement concrete work 1:1.5:3(1 Cement : 1.5 Sand: 3 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 3.01 | Foundations , footings bases of columns and the like and mass concrete work complete in all respect. | 1.45 | Cum. | 9,900 ₹14,355 Lowest | 9,950 ₹14,427.5 |
| 3.02 | Vertical surfaces such as walls any thickness (but not less than 0.10 meter thickness including attached pilasters, buttresses plinth and string courses etc. from top of foundation (level) upto floor two level all complete as specified & directed by the Engineer-in-charge. | 3.59 | Cum. | 10,000 ₹35,900 Lowest | 10,350 ₹37,156.5 |
| 4.00 | Centring & shuttering including strutting, propping etc. & removal of form for foundations, footings, bases of columns etc. for mass concrete complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge. | 3.12 | Sqm. | 240 ₹748.8 | 239 ₹745.68 Lowest |
| 5.00 | Centring & shuttering including strutting, propping etc. & removal of form for walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge. | 47.91 | Sqm. | 270 ₹12,935.7 | 268 ₹12,839.88 Lowest |
| 6.00 | Providing & laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete upto or above plinth level of thermo-mechanically treated bars of grade Fe-500D or more as specified & directed by the Engineer-in-charge. | 453.6 | Kg. | 101 ₹45,813.6 Lowest | 105 ₹47,628 |
| 7.00Providing and fixing of GMS tube of following diameter of light grade for inlet, outlet and scour in walls, floors etc. including all necessary fittings & accessories and making the walls, floors etc. all complete as specified & directed by the Engineer-in-charge. | |||||
| 7.01 | Inlet pipe, Overflow pipe, scour pipe 80 mm | 30 | Rmt. | 650 ₹19,500 Lowest | 655 ₹19,650 |
Tender Value
₹19.9 L
EMD Value
₹39,765
Closing Date
31 Oct 2025, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Kullu
SH Providing installation testing and commissioning of 1 No Centrifugal Monoblock set with allied accessories PPR FR Pipe 75 mm OD from RD 00 to 800 Rmt CO RCC Sump well 10000 ltr capacity steel truss structure and wire crate for protection of bore
2025_HPIPH_118432_1
7103-52 Hot Water
Open Tender
Civil Works
Item Rate
180 days
Kasol
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer
₹39,765
27 Nov 2025
21 Oct 2025
1 Nov 2025
21 Oct 2025
31 Oct 2025
21 Oct 2025
Amount
Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts.
Providing & laying in position cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in all works upto plinth level all complete as specified & directed by the Engineer-in-charge
Providing and laying cement concrete work 1:1.5:3(1 Cement : 1.5 Sand: 3 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
Foundations , footings bases of columns and the like and mass concrete work complete in all respect.
Vertical surfaces such as walls any thickness (but not less than 0.10 meter thickness including attached pilasters, buttresses plinth and string courses etc. from top of foundation (level) upto floor two level all complete as specified & directed by the Engineer-in-charge.
Centring & shuttering including strutting, propping etc. & removal of form for foundations, footings, bases of columns etc. for mass concrete complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge.
Centring & shuttering including strutting, propping etc. & removal of form for walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge.
Providing & laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete upto or above plinth level of thermo-mechanically treated bars of grade Fe-500D or more as specified & directed by the Engineer-in-charge.
Providing and fixing of GMS tube of following diameter of light grade for inlet, outlet and scour in walls, floors etc. including all necessary fittings & accessories and making the walls, floors etc. all complete as specified & directed by the Engineer-in-charge.
Inlet pipe, Overflow pipe, scour pipe 80 mm
Providing & fixing C.I sluice valve (with hand wheel) as per IS: 780-1984 class-1 upto 300mm dia (i/c bars spindle & as per 2906-1984 class-II for dia more than 300mm complete with bolts nuts, rubber insertion etc. (the tail piece if required shall be measured & paid for separately including entire carriage of materials with in all leads and lifts complete in all respects.
for Scour pipe 80 mm
Steel work welded in built up sections/framed/truss work such as in gratings, frames, guard bar, ladder, railings, brackets, gates & similar works complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge.
Providing and fixing of 0.5 mm thick prepainted Steel sheet in roofing with hot dipped metallic zinc coated sheets with top coat of regaular modified polyster (RNP) organic coating of 20 microns over 5 micron 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. with prepainted limpet and rubber washers complete with all accessories as required as per the direction of Engineer in charge.
Wire crate made of GI wire filled with boulders with square cut faces against the wire. The weight of boulders should not less than 18 Kg and to the entire satisfaction of the Engineer-in-Charge (wire crate to be measured and paid for separately ) within all leads and lifts.
Wire crates made of G.I wire filled with boulders with square cut faces againest the wire ( boulder filling to be measured and paid for sparetaly ) G.I wire 5mm thick corresponding to SWG 6 15 cm X 15 cm mesh complete in all respects with in all leads & lifts as per directions of Engineer - in -Charge.
Providing laying, jointing and fixing 3 layer PPR-FR (Polypropylene random copolymer, Fiber Reinforced) pipe UV stabilized and antimicrobial fusion welded, having thermal stability for hot water supply temp. range upto 80°C including all PPR plain polypropylene random fittings complete to ISI 15801-2010 and testing of joint complete in all leads and lifts as per the direction of Engineer in charge. Dia:- 75 mm OD, PN-16/SDR 7.4
Providing, installation, testing and commissioning of horizontal spindle, horizontal/radial split casing/end suction Monoblock centrifugal pump of recommended make such as Mather and Platt/KSB/Kirlosker/Jyoti as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characteristics with cast iron/Stainless Steel impellers/priming funnels, casing ring and shaft sleeves of suitable material for Hot water 80°C, shaft of steel grade 4508 FN8 with Grey cast iron casing (EN-GJL-250/A48CL35B) coupled directly through a flexible coupling on a common SS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor/motors of standard make such as Kirlosker/BHEL /Crompton/NGEF/GEC/Siemens/Jyoti/ABB and suitable for operation on 400(+/-)15% volts, 50 cycles/second. 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head. The motor/motors as per ISI 325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts, bolts and painting etc. and should meet the following requirements: Total Head (dynamic) :- 65 Mtr. Total Head (static) :- 30 Mtr. Discharge :- 3 LPS per Set Water Temp. :- 80°C (Hot Water with sulphur quantity ) Dia of Rising main :- 63 mm Pumping hours :- 12 Hours Length of R.Main :- 800.00 Mtr Altitude above MSL :- 1628.00 Mtr Location of site: The pumpset will be directly placed near Parvati River At Kasol above mentioned site.
Providing and fixing DOL Starter of recommended make L&T/KSB/MEI/Standard Make for MonoBlock pump set having protection of motor on occurence of faults { Triping on occurance of fault(s) i.e. Moisture, high motor temperature, dry running, reverse rotation, Single phasing, voltage imbalance, overload and short circuit } and indication thereof by glowing fault lamp ; i/c Amp. meter and voltage meter of suitable range as per the satisfaction of Engineer-in-charge.
Proiding and fixing of cast steel double flanges Non Return Valve 65mm dia with flange table -17 make LEADER/KIRLOSKER/PELICAN make having class ASA-150 capable of withstanding nominal seat pressure of 52kg/cm2. The Non Return Valve should be confirming to BIS -1414 with up to date ammendments including cost of Nut & Bolts and Gasket and complete fixing new valve by all means complete job in all respect in all leads and lifts and to the entire satisfaction of Engineer in Charge.
Providing and fixing of double flanged cast steel Sluice valve of 65mm dia Leader/Kirloskar/Pelican make conforming to IS: 14846-2000 with MS flanges IS: 6392-1971 with hand wheel (and other accessories) with upto amendment as per class ASA-150 to withstand nominal seat pressure of 52.00 Kg/cm2 flange table-17 including welding of MS flange in two layer i/c carriage in all leads & lifts as per direction and to the entire satisfaction of Engineer-in-Charge.
Providing and fixing of Foot Valve 65mm dia make LEADER/KIRLOSKER capable of with standing nominal seat pressure of 10kg/cm2 or PN 1.6 ammendments including cost of Nut & Bolts and Gasket by all means complete i/c all leads and lifts and to the entire satisfaction of Engineer in Charge.
Prov. and Fixing PVC Insulated a Un-armoured Aluminium conductor cable 25 sqmm 3.5 core subject to the Havells/Gloster/KEI make of suitable size and suitable for motor offered under item No 1 complete with flexible pipe and couplers from HPSEB meter to Panel, switch, starter complete job, The type and size shall be subject to approval of Electrical authorities and in case of its non acceptance the same shall be replaced free of cost by the tenderer
Supply side : 25 Sqmm
Prov. and Fixing PVC Insulated Unrmoured copper conductor cable 3 core, 6 sq.mm as per IS-674-Part-II-1964 of Havells/Gloster/Khaitan make of suitable size and suitable for motor offered under item No I complete with flexible pipe and couplers from Panel to Motor , switch, starter complete job, The type and size shall be subject to approval of Electrical authorities and in case of its non acceptance the same shall be replaced free of cost by the tenderer
Motor side : 6 Sqmm
Earthing with copper earth plate 600 mmx600 mmx 3 mm thick, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc complete as required.
YOGESH MAHAJAN (BID ID -575407)
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