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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Fadle Chem Private Limited L1 |
|---|---|---|---|---|
| 1.00 | Construction of Deep Drilling, Development and stablization of Tube Well by Direct Rotary Method at Chak Medu Sardalian (Turn key Basis) Clearing of site by way of bush cutting, making approah road, shifting of machinery and allied material, preparation of site, proper leveling for installation of machinery. | 1 | Job | 85,000 ₹85,000 Lowest |
| 2.00 | Drilling of bore well as per specofication with Direct Rotary Method using drill bit casting of size as under | 200 | Mtr. | 1,400 ₹2,80,000 Lowest |
| 3.00 | Extra beyond 200-300 mtrs | 100 | Mtr. | 2,800 ₹2,80,000 Lowest |
| 4.00 | Providing of PEA shaped gravel as per specification and gravel shorn ding during extraction of casing pipes and during development. Note: Providing of gravel feeders arrangement and liner assembly anchoring arrangement using 15 MB-250 | 120 | Cum | 1,700 ₹2,04,000 Lowest |
| 5.00 | Development of tube well by air compressor of adequate capacity not less than 250 cfm for 200 hrs to clear water free of sand and other impurities | 250 | Hrs. | 800 ₹2,00,000 Lowest |
| 6.00 | Stablization and testing of tube well by using V.T pump set as detailed in the specification. | 1 | Job | 25,000 ₹25,000 Lowest |
| 7.00 | Fabrication providing/ fitting of steel supporting structure for clamping of tube well housing out of 250 mm ISMB and M.S Plate 10mm thick | 1 | Job | 25,000 ₹25,000 Lowest |
| 8.00 | Cost of liner assembly 300mm dia | 100 | Mtr. | 4,500 ₹4,50,000 Lowest |
| 9.00 | Cost of liner assembly 200mm dia | 170 | Mtr. | 3,000 ₹5,10,000 Lowest |
| 10.00 | Cost of liner assembly 200mm dia V- wire screen | 30 | Mtr. | 50 ₹1,500 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
21 Jun 2021, 4:00 pmClosed
Executive Engineer Jal Shakti PHE DIvision Samba
Executive Engineer Jal Shakti, PHE Division Samba District Offices Complex Nandni Hills Samba
please refer BOQ
2020_PHE_110277_1
PHES/90 of 2020-21
Open Tender
Civil Works - Water Works
Item Rate
120 days
Chak Medu Sardalian, Vijaypur
please refer e-NIT and SBD
8 documents required · 8 mandatory
₹6,000
Executive Engineer Jal SHakti PHE Division Samba
₹5.0 L
Superintending Engineer office jammu
8 Jul 2021
28 Nov 2020
23 Jun 2021
1 Dec 2020
21 Jun 2021
1 Dec 2020
17 Jun 2021
Amount
Construction of Deep Drilling, Development and stablization of Tube Well by Direct Rotary Method at Chak Medu Sardalian (Turn key Basis) Clearing of site by way of bush cutting, making approah road, shifting of machinery and allied material, preparation of site, proper leveling for installation of machinery.
Drilling of bore well as per specofication with Direct Rotary Method using drill bit casting of size as under
Extra beyond 200-300 mtrs
Providing of PEA shaped gravel as per specification and gravel shorn ding during extraction of casing pipes and during development. Note: Providing of gravel feeders arrangement and liner assembly anchoring arrangement using 15 MB-250
Development of tube well by air compressor of adequate capacity not less than 250 cfm for 200 hrs to clear water free of sand and other impurities
Stablization and testing of tube well by using V.T pump set as detailed in the specification.
Fabrication providing/ fitting of steel supporting structure for clamping of tube well housing out of 250 mm ISMB and M.S Plate 10mm thick
Cost of liner assembly 300mm dia
Cost of liner assembly 200mm dia
Cost of liner assembly 200mm dia V- wire screen
Civil Works: (Items Rate) Construction of Pump Room Building at T/WEll site Chak Medu Sardalian E/work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Dumping and supply of stone in Horizontal on level
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete
Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)
Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Reinforcement cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering finishing and reinforcement with 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo -Mechanically Treated bars of grade Fe-500D or more
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls under 20 cm wide
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S angles 40x40x6mm for diagonal braces
Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel promer all complete. Fixed to steel windows by welding
Cement plaster (in coarse sand) 12mm Cement plaster of mix: 1:4 (1 cement: 4 coarse sand)
15mm Cement plaster of mix: 1:6 (1 cement: 6 coarse sand)
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate
Providing and fixing glass strips in joints of terrazzo/ cement concfete floors. Glass strips 40 mm wide and 4mm thick
10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 ( 1 cement: 3 fine sand) mixed with 2 % of integral water proofing compound by weight of cement and finishing neat. With machine moulded Common burnt clay (Non modular) brick tiles of class designation 10.0
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.
Painting top of roof with bitumen of approved quality at 17 kg/ 10sqm impregenates with a cost of coarse sand at 60 cudm per 10 sqm including clening the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete with residual type petroleum bitumen of grade VG-10
White washing new work (three or more coats) with lime to give an even shade
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia.
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 02 km.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 02 km.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 02 km.
Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 02 km.
Carriage of Brick from klin to site of work by M.T 2 km
Carriage of tiles from klin to site of work by M.T 2 km
Provision of Electric fitting
Provision for Angular stairs
Mechanical Works: Installation of Pumping machinery including voltage stabilizers/ automatic control panel and standby machinery under WSS Chak Medu Sardalian (Turn Key Basis) Procurement, installation, testing and commissioning of Submersible pump sets 02 nos.( 1 No. working + 1 No. standby) of tentative parameters (5000 GPH x 100 mtrs head) along with allied works.
Design, fabrication, installation, testing & commissioning of fully automatic LT control panel for submersible pump along with allied works
Procurement, installation, testing and commissioning of HC pumpsets head- 02 nos. (01 no. working + 01 no. standby) of tentative parameters (6000 GPH x 150 mtrs head) along with allied electro-mechanical works.
Design, fabrication, installation, testing & commissioning of 02 no. LT Control Panels for HC pumpset along with allied works.
Procurement, installation, testing and commissioning of 100 KVA voltage stablizer along with other allied works.
Providing and fitting of 5 ton capacitgy electric chain pulley with allied works
Electrical Works: Creation of 100 KVA S/Stn. Along with H,T line at Chak medu sardalian (Turn key Basis) Creation of 100 KVA S/stn. (Transformer level-II)
Laying of H.T line on PCC Pole with weasel conductor
Construction of Compound wall around the civil structure at Chak Medu Sardalian (Length 140 mtrs)(Items Rate) E/work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Dumping and supply of stone in Horizontal on level
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)
Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Half brick masonry with common brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 (1 cement 4 coarse sand) Parapit
Extra for Half Brick work masonry in superstructure above plinth level upto floor V level
15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:6 ( 1 cement : 6 coarse sand) wall with plinth
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 10 km.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 18 km.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 08 km.
Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 08 km.
Carriage of Brick from klin to site of work by M.T 12 km
Providing and fixing of Iron Gate
Pipe Works: at Chak Medu Sardalian (Items Rate) Provision fo Dismantling of interlock tiles in lane/ drain Bituminous road berms etc. (Turn Key Basis)
E/work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil
Providing and fixing of GI pipes complete with cost of G.I pipes / fittings / gate valves / sluice valve / flow meter on R/main & G/main / all types of pipe specials as per site requirement including handling of all type of carriages of material to the sites of work, interconnection at tapping point and delivery point with the exisiting system, (complete rate to be quoted by the Contractor) excluding trenching and refilling etc.
GI pipe 100mm dia (Medium)
GI pipe 80mm dia (Light)
GI pipe 65mm dia
GI pipe 50mm dia
GI pipe 40mm dia
Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.
Provision for welding works in rising mian & distribution system for fabrication of bends etc. of required degree
Providing / installation of household connections (Turn Key Basis)
Providing/ installation of flow meters (Turn key Basis)
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