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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹28.5 LAccepted-AOC VPO LARHOON TEHSIL FATEHPUR DISTT KANGRA H P | ₹28.5 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹30.1 LRejected-Finance | ₹30.1 L | L-2 | Rejected-Finance Not found L-1 |
| 3 | L-3₹31.5 LRejected-Finance | ₹31.5 L | L-3 | Rejected-Finance Not found L-1 |
| 4 | L-4₹32.1 LRejected-Finance | ₹32.1 L | L-4 | Rejected-Finance Not found L-1 |
| 5 | L-5₹33.2 LRejected-Finance | ₹33.2 L | L-5 | Rejected-Finance Not found L-1 |
| Sl No | Description | Qty | Unit | SATVEER SINGH L7 | HARPREET SINGH L1 | Om Parkash Govt Contrator L8 | Atul Shrma L10 | SATWINDER SINGH L3 | Smt Jeevan Bhardwaj L2 | M/S Gurunanak Trading Co. L9 | ganesh dutt L11 | PANKAJ GOVT. CONTRACTOR L6 | KESAR SINGH L4 | RAHUL SHARMA L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying, jointing and testing of pipes returing the useable soil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil /un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts complete in all respect to the entire satisfaction as per the directions of Engineer-in-Charge. | 1,303.9 | Cum | 250 ₹3.3 L | 100 ₹1.3 L | 180 ₹2.3 L | 557 ₹7.3 L | 148 ₹1.9 L | 166 ₹2.2 L | 546 ₹7.1 L | 575 ₹7.5 L | 160 ₹2.1 L | 140 ₹1.8 L | 140 ₹1.8 L |
| 2.00 | Providing and laying cement concrete (M-10) 1:3:6 (1cement: 6sand :12graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge | 2.43 | Cum | 4,000 ₹9,720 | 3,800 ₹9,234 | 4,000 ₹9,720 | 6,046 ₹14,691.78 | 3,000 ₹7,290 | 3,400 ₹8,262 | 6,045 ₹14,689.35 | 6,100 ₹14,823 | 3,500 ₹8,505 | 3,200 ₹7,776 | 3,800 ₹9,234 |
| 3.00 | Providing and laying cement concrete 1:4:8(1cement:4sand:8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge | 4.02 | Cum | 5,000 ₹20,100 | 3,200 ₹12,864 | 2,800 ₹11,256 | 5,512 ₹22,158.24 | 3,000 ₹12,060 | 3,100 ₹12,462 | 5,511 ₹22,154.22 | 5,500 ₹22,110 | 2,800 ₹11,256 | 3,000 ₹12,060 | 3,200 ₹12,864 |
| 4.00 | Providing and laying cement concrete 1:6:12(1cement:6sand:12graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge | 12.77 | cum. | 4,800 ₹61,296 | 2,800 ₹35,756 | 2,450 ₹31,286.50 | 5,030 ₹64,233.10 | 2,100 ₹26,817 | 2,700 ₹34,479 | 5,029 ₹64,220.33 | 5,100 ₹65,127 | 2,500 ₹31,925 | 2,200 ₹28,094 | 2,900 ₹37,033 |
| 5.00 | 2ndclass Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1cement:4sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge | 14.53 | Cum | 6,000 ₹87,180 | 5,650 ₹82,094.50 | 6,500 ₹94,445 | 9,580 ₹1.4 L | 6,200 ₹90,086 | 6,800 ₹98,804 | 9,576 ₹1.4 L | 9,600 ₹1.4 L | 6,000 ₹87,180 | 6,300 ₹91,539 | 6,000 ₹87,180 |
| 6.00 | 1st class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1cement:6sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge | 29.9 | cum | 6,500 ₹1.9 L | 5,900 ₹1.8 L | 7,000 ₹2.1 L | 9,185 ₹2.7 L | 6,200 ₹1.9 L | 6,800 ₹2.0 L | 9,182 ₹2.7 L | 9,200 ₹2.8 L | 6,500 ₹1.9 L | 6,000 ₹1.8 L | 6,200 ₹1.9 L |
| 7.00 | Filling in plinth with sand under floors including watering ramming consolidating and dressing complete in all respect within all leads and lifts as per direction of the Engineer-in-charge | 6.57 | cum | 200 ₹1,314 | 110 ₹722.70 | 150 ₹985.50 | 1,745 ₹11,464.65 | 800 ₹5,256 | 250 ₹1,642.50 | 1,741 ₹11,438.37 | 1,800 ₹11,826 | 130 ₹854.10 | 600 ₹3,942 | 700 ₹4,599 |
| 8.00Providing and laying cement concrete work M 25 mix cocncrete using aggregates 20 mm nominal size and curing complete excluding cost of from work and reinforcement for reinforced concrete work in :- | ||||||||||||||
| 8.01 | (i) Foundation,footing,bases of columns and like & mass concrete complete in all respect within all leads and lifts as per direction of the Engineer-in-charge | 6.07 | Cum | 6,400 ₹38,848 | 6,250 ₹37,937.50 | 6,750 ₹40,972.50 | 767 ₹4,655.69 | 5,500 ₹33,385 | 6,400 ₹38,848 | 7,605 ₹46,162.35 | 7,650 ₹46,435.50 | 5,300 ₹32,171 | 6,000 ₹36,420 | 5,900 ₹35,813 |
| 8.02 | (i) Suspended floor,roofs,landing & shelves & their support balconies,beams,girders,bre-ssumers & cantilever upto floor level complete in all respect within all leads and lifts as per direction of the Engineer-in-charge | 1.39 | Cum | 6,400 ₹8,896 | 6,250 ₹8,687.50 | 6,750 ₹9,382.50 | 7,947 ₹11,046.33 | 5,500 ₹7,645 | 6,400 ₹8,896 | 7,946 ₹11,044.94 | 7,800 ₹10,842 | 5,500 ₹7,645 | 6,200 ₹8,618 | 6,200 ₹8,618 |
Tender Value
₹46.0 L
EMD Value
₹76,432
Closing Date
15 Jun 2024, 10:00 amClosed
Executive Engineer Jal Shakti Divn Haroli
Executive Engineer Jal Shakti Divn Haroli
Providing Beet area Irrigation Schemes (Phase-II) for the left out village of Beet area of Haroli Constituency Distt. Una (HP) for Lift Irrigation Scheme to village Polian(Jhollan Majra)
2024_HPIPH_88757_1
No. JSV/ Haroli/ TA/ tender/24- 467-97 dt 06-06-24
Open Tender
Civil Works
180 days
village Polian ( Jhollan Majra)
as per NIT
11 documents required · 11 mandatory
₹800
Yes
Executive Engineer Jal Shakti Divn Haroli
₹76,432
Yes
8 Apr 2026
7 Jun 2024
15 Jun 2024
7 Jun 2024
15 Jun 2024
7 Jun 2024
7 Jun 2024 - 15 Jun 2024
Amount
Excavation in foundation trenches upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying, jointing and testing of pipes returing the useable soil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil /un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts complete in all respect to the entire satisfaction as per the directions of Engineer-in-Charge.
Providing and laying cement concrete (M-10) 1:3:6 (1cement: 6sand :12graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Providing and laying cement concrete 1:4:8(1cement:4sand:8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Providing and laying cement concrete 1:6:12(1cement:6sand:12graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
2ndclass Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1cement:4sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
1st class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1cement:6sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Filling in plinth with sand under floors including watering ramming consolidating and dressing complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Providing and laying cement concrete work M 25 mix cocncrete using aggregates 20 mm nominal size and curing complete excluding cost of from work and reinforcement for reinforced concrete work in :-
(i) Foundation,footing,bases of columns and like & mass concrete complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
(i) Suspended floor,roofs,landing & shelves & their support balconies,beams,girders,bre-ssumers & cantilever upto floor level complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
(ii) Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
(ii) Arches upto floor two level complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
P/L RCC seismic beam in cement concrete work 1:2:4(1cement:2sand: 4 water borne aggregate 20mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in Foundations,footings bases of columns complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Ist class brick work using common burnt clay building bricks in supper structure in all heights and depth in cement mortar 1: 6 (1cement:6sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Half brick work using common burnt clay building bricks in superstructure above 1st floor level in cement mortar 1:4( 1Cement, 4 Sand ) of 2nd class bricks complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below support complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Vertical sufaces such as walls any thickness but not less than 0.10 mm thicknesscomplete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Flat surfaces such as soffits of suspended floor complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
Sides and soffits of beams,beam haunching, lintels etc. complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Providing form work of ordinary timber plankings so as to give a rough finish including centring shuttering strutting and propping etc. height of propping and centring below supporting floor to ceilling not exceeding 4 Mtrs. & removal of the same for insitu reinforced concrete and plain concrete work in :: Arches beyound 6.00 mtrs. span
Providing tor steel reinforcement for RCC work including bending, binding and placing in positon complete upto floor two level complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
15mm cement plaster in single coat in fair side of brick/stone masonery for interior plastering upto floor two level including arrises,internal,founded angles,chamfers and/or rounded angles chamfers and/or rounded angles not exceeding in girth & finished even and smooth in cement mortar 1:3(1cement:3sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
15mm cement plaster in single coat in fair side of brick/stone masonery for interior plastering upto floor two level including arrises,internal,founded angles,chamfers and/or rounded angles chamfers and/or rounded angles not exceeding in girth & finished even and smooth in cement mortar 1:6(1cement:6sand).
20 mm cement plaster in single coat in Rough side of brick/stone masonery for interior plastering upto floor two level including arrises,internal,founded angles,chamfers and/or rounded angles chamfers and/or rounded angles not exceeding in girth & finished even and smooth in cement mortar (1:3) (1cement:3sand)complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Pointing on brick work with cement mortor 1:3 ( 1 cement: : 3 sand ) in all leads and lifts as as per the direction of the Engineer - in- Charge.Cut or weather struck.
6 mm thick cement plaster in C.M.1:3 to ceiling complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
P/ F pressed steel door frames manufactured from commercial MS sheets of 1.25mm thickness including hinges, jump lock jamp. Bead and if required angle threshold of MS angle 50 x 25 mm or base tie of 1.25mm pressed MS welded or rigidly fixed together complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Providing and fixing 1mm thick M.S.sheet door with frame of 40mmx40mmx6mm angle iron 3.15mm M.S. gusset plate at the junctions and corners including all necessary fittings, complete including applying a priming coat of red lead paint.using flat 30mm x6m complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6water borne stone aggregate 20mm nominal size)including finishing the surface of concrete smooth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
50 mm thick cement concerete 1:2:4 ( 1cement 2 sand and 4 graded stone aggregate ) 1:2:4 flooring laid in one layer & finished with a floating coat of neat cement complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
40 mm thick cement concerete 1:2:4 ( 1cement 2 sand and 4 graded stone aggregate ) flooring laid in one layer & finished with a floating coat of neat cement complete in all respect within all leads and lifts as per direction of the Engineer-in-charge..
Providing 40x3 mm flat iron hold fast 40 cm. Long including fixing to frame with 10 mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 (1 cement : 3 sand : gragded stone aggregate 20mm nominal size) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Providing and fixing M.S. grills of required pettern in windows frames of windows etc. with M. S. Flats Square or round bars with round headed bolts and nuts or by screws. (Plain grill) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Providing and fixing M.S.Handles with necessary screws complete in all respect ( 125 mm ) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Providing and fixing M.S.Tower bolts ( Barrel type ) with necessary screws complete in all respect ( 200X10 ) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Providing and fixing sliding door bolts,black enamelled with nuts and screws complete in all respect ( 250X16 ) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
P/F on wall face Cast Iron rain water pipe 100mm dia i/c fitting and joints with spun yarn and cement mortar 1:2(1cement:2sand ) including clamps complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Applying a priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Painting two coats With ready mixed red oxid e zinc chromate primer of approved brand and manufacture on steel work (second coat) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
White washing with lime on undecorated wall surfaces two coats to give & even shade i/c thorougly brooming the surface to remove all dirt, dust mortar & other foreign matter complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces ( Two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered mater complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Providing and fixing M.S fan clmp type 1 of 16 mm dia M.S bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion of loop, all as per standard design complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works within all leads and lifts complete to entire satisfaction as directed by the Engineer-in-charge
Laying in trenches GMS Tubes (M class) & MSERW pipe fitting (Earth work in trenches to be measured & paid for separately) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
100 mm dia
Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
100 mm dia
Prov. & fixing SRFC Man hole cover with frame having frames size of 560 mm internal dia.The weight of cover & frame should not be less than 116 kg complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Wiring for light point / Fan point / Exhaust fan point / call bell point with 1.5 Sq.mm PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVc conduit and earthing the light point with 1.5sq.mm HRFRLS/PVC insulated single core copper conductor cable complete in all respect. "Group-C".
Wiring for 3pin 5/6 amp socket outlet point on switch board in (surface /recessed PVC wiring system) and 5/6 amp tumbler piono type switch earthing the 3 pin painting etc as required with in all leads & lifts complete.
Wiring of power plug with (2x4 Sq.mm.) PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. 4 Sq.mm HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete.
Wiring the light plug with (2x1.5 Sq.mm.) PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. 1.5Sq.mm HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete.
Wiring for Circuit /sub main with 2x10 Sq.mm. size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required including carriage of material with in all leads & lifts complete.
Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/ recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 3 pim 15/16 amps socketoutlet and 15/16 amp piano type switch connections painting etc. as required.
Supplying and erection of floor mounted fixed type metal frame work/boards of welded construction for switch gear mounting fabricated with MS angle iron (50mm x 50mm x6mm thick) of suitable dimensions with supporting members grouted 23 cm underground and frame work covered with 3mm thick MS sheet from top to a given height , with MS angle iron/50mmx50mmx6mm thick welded on the back and grouted into the back wall complete with painting and bonding to the existing earth as required with in all leads & lifts complete.
Supplying and fixing of following way single pole and netural sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper bus bar, wireset, netural link, earth bar, din bar detachable gland plate , blanking plate, cable, identification labels inter - connections, phosphatized and powder painted including earthing etc. as required with in all leads & lifts complete. Double door-8 way.
Supplying and fixing 63 Amp rating, double pole, 240 volts, isolater in the exisitng MCB DB complete with connections , testing and commissioning etc. as required with in all leads & lifts complete. Cat. A
Supplying and fixing 63 amp rating, double pole (single phase & neutral) 240 volts, residual current circuit breaker (RCCB) having a sensitivity current up to 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required with in all leads & lifts complete. Cat. A
Supplying and fixing 5 Amps to 32 Amps rating 240 Volts "L" series miniature circuit breaker of single poles in the exixting MCB DB complete with connections, testing and commissioning etc. as required within all leads and lifts.
Providing, installing, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required with in all leads & lifts complete. Ceiling fan 1200 mm sweep, Category-A.
Providing, installing, testing and commissioning of prewired flourscent tube fitting 1x40 watt box type Cat A i.e. Bajaj make complete with ballast starter and capactors but excluding flourscent tube rod, suitable to operate on 240 volts single phase A.C. supply directly on surface with copper wiring as required complete as per direction of the Engineer-in-charge.
Providing, fixing & testing Street Light Fixture 40watts 4 feet long complete with choke starter i/c connections complete as required complete as per direction of the Engineer-in-charge.
Laying, jointing and testing in trenches Galvanized mild steel flanged/butt welded pipes below mentioned dia and grade conforming to IS:1239-2004 (with latest amendments)The MS Flanges are to be provided for 5% of total joints as per table below conforming to IS:6392-1971 (latest upto date amendments) and welding of MS flanges with pipe as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS:27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof including all kind of specials such as bends of all degrees to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of the Engineer-in-Charge. The pipes end should be bevelled suitable for butt welding. the circumferencial butt welded joints (95% of the total joints) by electrical arc welding to following dia & class pipes, welding of pipes to be done in three layers to make joints leak proof and to achieve the minimum effective throat thickness of welded conforming to IS 816-1969 specifications, by using welding electrode of 2.5mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make conforming to IS 814-1991, at site of work complete in all respect and including DPT test for joints & manual/mechanical handling of pipes.The laying of Pipes conform to IS 5822 (with latest ammendentments upto date) including all kind of specials such as bends of all degrees to made from parent tube, short pieces, tail pieces all amde from parent tube within all leads and lifts (Earth work in trenches, MS flanges and butt welded joints to be measured and paid for seperately) 150 mm dia (M)
Providing and welding M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS/MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
Providing circumferential butt welded joints by electrical arc welding to GMS pipe, welded in requisite 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 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter class PE-80, grade PN 4.00 as per IS 4984-1995 PE-80 and jointing the pipes through butt fusion (heat fusion process) above 110 m diameter including all necessary fittings,bends, tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions (Earth work in trenches to be measured and paid separately) and jointing shall be completed in all respect including testing at site upto entire satisfaction of Engineer-in-charge.
HDPE pipe 160mm dia class PE-80, grade PN 4.00
Providing & Fixing CI Alfa Valves of following dia complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
200 mm dia
Supply of submersible pumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Sabar/ Seerex /Johnston / Amrut/ lubi/ Hindustan/Groundfos /Kirloskar confirming to latest relevent BIS . The pump should be fitted with free fine impellers of suitable alloys as per BIS ; 5659-1978 with upto date amendments, suitable for raw / clear water having greased packed bearing and shell with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to submersible motor of same as that of offered submersible pump make confirming to BIS ;9283-1979 with upto date amendments, totally dust and water proof for submersible pump, duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed, lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear tear.It should also be fitted with a device to make up expantion of water with heating of motor. The pumpset should include water level guard i/c cable ,errection clamps, cable clips and depth gauge etc. and suitable for opertion on data given below. a Pumps :- Specifications i) Make ii) Model iii) No. of stages iv) Manufacter's certificate to be attached Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head. c) (-) 15% Duty Head d) Performance curve to be attached b) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speed v) Insulation a Pumps :- Specifications i) Make ii) Model iii) No. of stages iv) Manufacter's certificate to be attached Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head. c) (-) 15% Duty Head d) Performance curve to be attached b) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speed v) Insulation
Discharge = (Q) 16.07 LPS
Total Head = ( H) 195.68 Mts.
a) SWL in Tubewell = 154.88 Mtr. bgl.
c) R.L. point of discharge =517.77 Mtr.
d) Seasonal fluctuation + draught condition + bowl assembly. = 9.00 Mtrs.
e) Drawdown in Tubewell =21.34 Mtrs.
f) R.L of lowest point of pumpset installation = Mtrs.
g) Static head = 181.48 Mtrs. Static column lift=189.83
Rising main.
Length 10 Mtrs.
Dia meter. 150 mm
Class GMS Pipe (MG)
Column Pipe.
Length 195.22 Mtr.
Dia 125 mm
Class GMS. (M)
Pumping hours = 8.00 Hours
Altitude of installations above M.S.L. 450 Mtr.
Characteristic of water.
a) Temperature 20 Deg Cel.
b) Turbidity ________JTU.
c) Allkanity. ___________mg/ l Ca Co3
d) Size of solids ____________mm
e) others
Depth of T/well = 300 Mtr.
Dia of T/ well assembly 200 mm
Length of assembly pipe. meter .
Dia of housing pipe 300 mm
Length of housing pipe. meter
OPERATING CONDITIONS.
Type of Current :- A.C.Three Phase.
Frequency:- 50 Cycles /Sec.
Rated Voltage 415 +/- 15 % Volts.
System of earthing:- Double Loop earthing as per BIS 3843-1987 Latest.
Speed of Revolution ____________ RPM 2900
MOTOR.
Ref. to BIS code BIS 9283-1979 with upto date amendments.
Type of enclosure of motor: As per BIS ; 4691-1985 ( latest )
Mechanical out put in H.P.
Class of insulation : Class B
The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations.
Ref. to BIS code ; BIS ; 5659-1978 with upto date amendments.
Driver Type: Electric driven.
Operating Range: -15 % to+10 % of Total head at duty point.
Delivery size of Pump : ________( To be quoted by tenderer.)
Providing ICTP Main Switch with HRC fuses of L&T/ Havells make and having capacity 30% extra of the operational rating as per IS : 13947- P I & II with upto date amendments. i) Make : ii) Type : iii) Capacity : 250 amp.
Providing MS Sheet steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections. Panel/ Switch Board i) Drawing. ii) Layout Plan
OCB of kilburn / L&T/ Havells make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS ; 2516-1985 with upto date amendments. i) Make : ii) Type : iii) Range 200 amp. iv) Capacity
ELR of recommended make L&T /Havells as per IS ; 2516-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. ELR i) Make : ii) Type : iii) Range 200 amp. iv) Capacity
The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage, reverse phasing, overloading and phase voltage difference as per IS; 3842 ( Latest Edition )i) Make : ii) Type : iii) Range 0-500.
Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS ; 8084-1976 and IS : 11353-1985 read with BIS ; 5578 -1985 with upto date amendments including. 3 phase indicators i) Make : ii) Type : iii) Rating
Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452 (P- I&II ) with upto date amendments. 3 Phase indicators
Capacitor of BHEL / L&T make as per IS ; 2834-1968 with upto date amendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/ IEC make) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments .Rate of capacitor will be approved by HPSEB. i) Make : ii) Type : iii) Range. 21 KVAR
Providing suitable starter of L&T/ Havell's /BHEL make as per IS :13947-II with upto date 'amendments for Squirrel cage / Slipring motor mounted on panel board with magnetic 'type overload release and dashpot, time lag, under voltage release, with or without 'initial oil filling as the case may be with Air Break. Type Star Delta with single phase preventor as per IS ;1248 ( P-V ) 1983 with up to date amendments. Single Phase Preventor i) Make : ii) Type : iii) Range.
Providing and fixing double flanged Cast steel sluice valve of Leader / Kirloskar /karta/LP/RG Brand make for the delivery line of pump and capable of withstanding the normal seat pressure and as per API-6D with latest ammendments i) Make : ii) Type : iii) Make :- Cast steel class for Column Pipe 125 mm dia Class ASA-150
Providing and fixing double flanged swing type cast Iron Reflux valve of Leader/ Kirloskar/Kartar / LP/RG Brand make having Bye pass arrangement on the delivery line of the Pump and capable of 'withstanding normal Seat Pressure as per API-6D with latest ammendments i) Make : ii) Material : cast steel iii) Class ASA-150 For for R/main 150 mm dia.
Providing and fixing pressure gauge of Prega / Precision make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements. i) Make :
Supply of PVC jointless, flat water proof cable with copper conductor as per BIS 694-1998 latest with upto date ammendments of Havells/ Finolex make suitable for the pumpsets offered from OCB to motor including all other electrical equipments / accessories such as thimble, flexible pipe, solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor. The type, size and make shall be subject to approval of HPSEB authorities. i) Make : Finolex/ Havells ii) Size 3x 50 mm2 iii). type- IV capacity V Core-3
Lowering of GMS Column pipefor assembly 125 mm dia including MS flanges' of Table 17 as per IS : 6392-1971 with upto date amendments, rubber/asbestos gasket of min. 3mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 . The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No. 62.05 . The Column pipe should be extended upto 10 mtr. beyond the outer wall of the pump house in the direction of Rising main . The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2Nos.) at the top of T/well assembly, and as per the direction of Engineer - in - Charge. (The pipe shall be supplied by the Department free of cost from Divisional Store Samnal. Column Pipe 125 mm dia GMS pipe(M)
Installation of all items appearing as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.
Providing and laying copper PVC insulated armoured power cable (one cable carrying all the three phases) of suitablle size and capacity to motors and all other electrical equipments as per IS ;1554 (P-I ) 1988 or latest with upto date amendments of Seimen /Gloster / IEC / ICC / EICO / National / Grandlay /Finolex/ Havells make including all other accessories such as thimble, flexible pipes, solder nuts and bolts, cable glands etc. laid in pipes of trenches under floor. Armoured Power Cable A) Supply Side From meter of HPSEB to Bus Bar and Switch) i) Size 70.00 mm2 ii) Make Finolex/Havells. iii) Type iv) Capacity v) Core 3.
Providing and fixing double loop earthing with G.I. flat suitable thickness electrode complete with material such as thimble, nuts and bolts, charcoal, salt, common as per IS ; 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge. i) Above 50 HP GI Flat 32x5mm
Providing horizontal spindle, horizontal / radial split casing /end suction ( back pull out arrange-ment) Single /double /multi stage of Kirloskar / KSB Crupton KSB/Calama/BS/ Groundfos/ Hindustan/ Lubbi make as per BIS IS 1520-1980 with upto date ammendments read with IS: 9137-1978 or latest edition suitable for lifting water for under mentioned characteristic with Bronze impellers / priming funnels, casing ring and shaft sleeves of Bronze shaft of stainless steel with cast iron casing, coupled directly through a flexible coupling on a common cast iron / cast steel base plate (base plate to be framed from the manufacturers of the pumping unit only) to slipring / Squirrel cage screen protected drip proof induction motor / motors of standard make such as Crompton / NGEF / GEC / Seimens /Jyoti/ Kirloskar BHEL / ABB suitable for operation on 415 (+/-15%) volts. 50 Cycles /Sec. 3 phase AC electric supply of 2900 RPM.The power of electric motor/ motors should be at least +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 IS 325 IS -1978 with upto date amendments read with IS 900 -1972. It should include cost of Bearing. Nuts, Bolts and painting etc. and should meet the following requirements. (a) Pump :- Specifications i) Make ii) Model iii) No. of stages iv) Manfacurer's certificate to be attached. performance i) Discharge ii) head Make ii) Model iii) efficiency of pump a) duty Head b) (+) 10% duty head c). (-) 15% Duty Head d) performance curve to be attached b). Motors:- Specificions Make ii) Model iii) Rating iv). speed v) Insulation (C) Coupling (D) Base plate
Discharge (Q) = 16.07 LPS.
Total Head (H) = 27.56 Mtrs.
a)LWL In Sump well = 516.12 mtr
b)R.L. of shaft = 516.12 Mtrs.
c)R.L. of discharge Pt. = 535.12 Mtrs.
d)Suction lift. +ve mtrs.
e)Discharge Head = Mtrs.
f) Static Head = 19.00 Mtrs.
Rising main.
Length =565 Mtrs.
Diameter = 150 mm. dia
Class GMS Tube(M)
Pumping hours. = 8 Hours.
Altitude of installations above M.S.L =400 mtrs.
Characteristic of Water
a)Temperature 20 Deg.Col.
b)Turbidity ________ JTU
c)Alloanity _________ mg/1 ca Co3
d)Size of solids __________ mm
e) Others.
Providing ICTP Main Switch with HRC fuses of L&T/ Havells make and having capacity 30% extra of the operational rating as per IS : 13947-P I & II with upto date amendments.i) Make : ii) Type : iii) Capacity : 63 amp.
Providing MS Sheet, steel fabricated floor mounted closed (Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm duly painted with steel sheet of 16 Gauge comprising and capable of mounting the following acccessories with all internal connections.
i) MCB of L&T / Havells make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516--1985 with upto date amendments . i) Make : ii) Type : iii) Capacity : 63 amp.
ii)ELCB of recommended make L&T / Havells make as per IS: 2516-1985 with upto date ammendments, and of suitable range which should have control box, operating handle and trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. i) Make : ii) Type : iii) up to 63 amp.
iv )The voltage monitor Relay three Phase with all protection and usual indicator and electric siren against single phasing, low vaoltage, high voltage reverse phasing, overloading and phase voltage difference as per IS 3842 ( Latest Edition). i) Make : ii) Type : iii) Range:0-500
Power factor meter of standard make as per relevent IS code with upto date ammendments.i) Make : ii) Type : iii) Range: 0-500
Frequency meter of standard make as per relevent IS code with upto date ammendments..i) Make : ii) Type : iii) Range: 0-500
Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three line phases and suitable for induced current one copper bar of half the rating of full length for neutral phase as per IS : 8084-1976 and IS: 11353-1985 read with BIS : 5578- 1985 with upto date ammendments including.i) Make : ii) Type : iii) Rating 63 amp.
Providing ICTP Switches with HRC fuses of L&T/ Havells make as per IS : 13947-P I & II with upto date amendments.i) Make : ii) Type : iii) Capacity : 63 amp..
Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 (P-I&II) with upto date ammendments. i) Make : ii) Type : iii) Capacity
Capacitor of BHEL / L&T make as per IS : 2834-1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevant ISI code (of Seimens / Clocter / IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064-1978 with upto date ammendments, Rating of capacitor will be approved by HPSEB. i) Make : ii) Type : iii) Range 4 KVAR
Providing suitable Starter of L&T / Havell's / BHEL make as per IS : 13947-II with upto date 'amendments for Squirrel cage / Slipring motor mounted on panel board with magnetic type over load release and dashpot, time lag under voltage release, with or without 'initial oil filling as the case may be with single Phase preventor as per IS ;1248 ( P-V ) 1983 with up to date amendments. i) Type ii) Make
Providing and fixing of double flanged Cast iron Sluice valve of kirloskar/Leader / Kartar/LP/RG Brand make as per IS 780-1992 with update ammendment for 125 mm dia suction pipe for the suction line of pump and capable of with standing the normal seat pressure as per BIS with upto date ammendments i) Material Cast Iron ii).class PN1.00 125MM DIA
Providing and fixing of Cast iron double flanged Swing type reflux valve of kirloskar/Leader / Kartar/Kilburn /BHEL /LP/RG Brand make IS 5312 Part 1 of 150 mm dia having by pass arrangement for the Delivery line of the pump and capable of with standing the normal seat pressure as per BIS i)Make ii)Class PN 1.00 iii)Seat pressure(MPa) iv)Material Cast iron
Providing 100 mm dia circular dial pressure gauge of Precision / Fiebig make complete with all accessories such as stop cock, Copper tubing etc. as per IS: 3624-1987 with upto date ammendments. i) Make : Range.
Installation of all above items appearing above as per the systematic drawing attached with the documents or as per the direction of Engineer-in-Charge. .`
Providing and laying copper PVC Insulated 3 core armoured power cable (One cable carrying all the three phases) of suitable size and capacity to Motors and all other elelctrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of Seimen / Gloster / IEC / ICC / EICO / National / Grandlay / finolex / Havell make ' including all other accessories such as thimble, flelxible pipes, solder, nuts & bolts, cable glands etc. laid in pipes or trenches under floor. Armoured Power Cable (A) Motor side (From Switch to Starter & Starter to motor) i) Size 2.50 mm2 ii) Make iii) Type - Armounred power cable iv) Capacity v) Core 3 (B) Supply Side (From meter of HPSEB to Bus Bar & Switch) i) Size 4.00 mm2 ii) Make iii)Type - Armounred power cable iv) Capacity v) Core 3
Smt Jeevan Bhardwaj
SATWINDER SINGH
KESAR SINGH
RAHUL SHARMA
PANKAJ GOVT. CONTRACTOR
SATVEER SINGH
Om Parkash Govt Contrator
M/S Gurunanak Trading Co.
Atul Shrma
ganesh dutt
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