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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Raghuram hume pipes pvt ltd L1 |
|---|---|---|---|---|
| 1.00 | Tube Well (Discharge 3500 GPH) at Kararki :Deep drilling of Tube well by direct rotary/dual rotary method with safe discharge not less than 3500 GPH along with clearance of site by way of bush cutting, making approach road, shifting of machinery, tools and tackle all material, prepration of site, proper drilling of gravel packed bore 530 mm dia for lowering of linear assembly and staner pipes of 300/250 mm dia 8mm thickness in all types of strata and conditions upto required depth (minimum 250 mtr or technically feasable depth) for acquiring desired discharge including cost of blind pipe & stainer, development of tube well by air compressor of adequate capacity and stabilization and testing of tube well by way of VT/submerssible pump set as per IS code Part -1 2800 of 1992 & IS -800 Part II of 1979 with upto date ammendments to give clear potable water having discharge as per specifications is yielded including cost of ERW MS casing Pipes 300/250 mm dia 8mm thick, slotting of ERW MS Casing pipes 300/250 mm dia 8mm thick, fabrication,providing and fitting of steel supporting clamps.at at proposed tube well site (Turn Key Basis) | 1 | Job | 6,54,793 ₹6,54,793 Lowest |
| 2.00 | Mechanical Works: Proposed T/well at Kararki : Providing , installation, testing and commissioning of Submersible pump sets of 3500 GPH x 100 mtrs. head (01 No. working + 01 No. standby) along with allied electro-mechanical works. Design, fabrication, insallaiton, testing & commissioning of fully automatic LT control panel for submersible pump along with allied works. Providing, fitting, installation, testing and commissioning of 5 ton capacity chain block for extraction & lowering of submersible pumpset along with allied works. Providing , stallation, testing and commissioning of 02 nos. (01 no. working + 01 no. standby) HC pumpsets 5000 GPH x 200 mtrs. head along with automation and other allied works Design, fabrication, installation, testing & commissioning of LT Control Panels for 02 nos. HC pumpsets along with automatioin and other allied works Providing installation, testing and commissioning of 100 KVA Voltage stablizer with allied works. | 1 | Job | 3,69,875 ₹3,69,875 Lowest |
| 3.00 | Electrical work at tube well station Kararki Creation of 100 KVA electric sub station complete including Laying of H.Tand L.T line on steel tubular poles, with weasel conductor, earthing complete, L A Set, DOF set, link set, LT cables including connection with H.T line complete job. | 1 | Nos. | 10,34,671 ₹10,34,671 Lowest |
| 4.00 | Civil Works: Construction of 2 No's Pump Room buildings near proposed tube wells at Kararki and existing Tube well station Bhadori (Items Rate) Earth work in bulk excavation by means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil | 70.44 | Cum | 245.37 ₹17,283.86 Lowest |
| 5.00 | 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) | 17.68 | Cum | 5,745.8 ₹1,01,585.74 Lowest |
| 6.00 | 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) | 46.48 | Cum | 6,426.42 ₹2,98,700 Lowest |
| 7.00 | Dumping and supply of stone in Horizontal on level | 11.62 | Cum | 7,766.2 ₹90,243.24 Lowest |
| 8.00 | 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 | 10.8 | Sqm | 1,315 ₹14,202 Lowest |
| 9.00 | 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) | 32.38 | Cum | 8,038.78 ₹2,60,295.7 Lowest |
| 10.00 | Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level | 32.38 | Cum | 1,720.74 ₹55,717.56 Lowest |
Tender Value
₹2.2 Cr
Closing Date
5 Nov 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
2021_PHE_140214_1
PHES/115 of 2021-22
Open Tender
Civil Works - Water Works
Item Rate
180 days
Kararki (Badhori), Bari Brahmana
Please refer e-Nit and SBD
8 documents required · 8 mandatory
₹6,000
Executive engineer, Jal Shakti, PHE Division Samba
Exempted
23 Dec 2021
21 Sept 2021
8 Nov 2021
21 Sept 2021
5 Nov 2021
21 Sept 2021
Amount
Tube Well (Discharge 3500 GPH) at Kararki :Deep drilling of Tube well by direct rotary/dual rotary method with safe discharge not less than 3500 GPH along with clearance of site by way of bush cutting, making approach road, shifting of machinery, tools and tackle all material, prepration of site, proper drilling of gravel packed bore 530 mm dia for lowering of linear assembly and staner pipes of 300/250 mm dia 8mm thickness in all types of strata and conditions upto required depth (minimum 250 mtr or technically feasable depth) for acquiring desired discharge including cost of blind pipe & stainer, development of tube well by air compressor of adequate capacity and stabilization and testing of tube well by way of VT/submerssible pump set as per IS code Part -1 2800 of 1992 & IS -800 Part II of 1979 with upto date ammendments to give clear potable water having discharge as per specifications is yielded including cost of ERW MS casing Pipes 300/250 mm dia 8mm thick, slotting of ERW MS Casing pipes 300/250 mm dia 8mm thick, fabrication,providing and fitting of steel supporting clamps.at at proposed tube well site (Turn Key Basis)
Mechanical Works: Proposed T/well at Kararki : Providing , installation, testing and commissioning of Submersible pump sets of 3500 GPH x 100 mtrs. head (01 No. working + 01 No. standby) along with allied electro-mechanical works. Design, fabrication, insallaiton, testing & commissioning of fully automatic LT control panel for submersible pump along with allied works. Providing, fitting, installation, testing and commissioning of 5 ton capacity chain block for extraction & lowering of submersible pumpset along with allied works. Providing , stallation, testing and commissioning of 02 nos. (01 no. working + 01 no. standby) HC pumpsets 5000 GPH x 200 mtrs. head along with automation and other allied works Design, fabrication, installation, testing & commissioning of LT Control Panels for 02 nos. HC pumpsets along with automatioin and other allied works Providing installation, testing and commissioning of 100 KVA Voltage stablizer with allied works.
Electrical work at tube well station Kararki Creation of 100 KVA electric sub station complete including Laying of H.Tand L.T line on steel tubular poles, with weasel conductor, earthing complete, L A Set, DOF set, link set, LT cables including connection with H.T line complete job.
Civil Works: Construction of 2 No's Pump Room buildings near proposed tube wells at Kararki and existing Tube well station Bhadori (Items Rate) Earth work in bulk excavation by means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds 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
Reinforced 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 (1 cement: 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 40x60x6 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 40x60x6mm 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
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a primer coat using structural steel etc. as required in grantings, frames, guard bars, ladders railings , gates and similar works
Steel work in single section fixed with or without connecting plate including cutting hoisting and placing in position and priming coat of approved steel primer all complete
Cement plaster (in coarse sand) 15mm Cement plaster of mix: 1:6 (1 cement: 6 coarse sand)
12mm thick Cement plaster of mix : 1:4 ( 1 cement : 4 coarse sand) Ceiling and projections
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
10cm thick (average) mud phaska of damped brick eartjh on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of eatrth 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 designatgion 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 roofs with bitumen or approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked withkerosene oil complete with residual type petroleum bitumen of grade VG-10
White washing 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 12 km and 100 mtr by head load.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. distance of 12 km and 100 mtr by head load. .
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. distance of 12 km and 100 mtr by head load. .
Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. distance of 8 km and 100 mtr by head load. .
Carriage of Brick from klin to site of work by M.T average distance15 km and 100 mtr by head load.
Carriage of Brick tiles from klin to site of work by M.T 15 km and 100 mtr by head load.
Provision of Electric fitting inculding under ground conduit pipes, wiring, steel boxes and switches for 4 No light points(internal) with holder and Led bulbs and external 4 Nos with halogen/Led lights (external grade) including Service line (Complete Job).(Turn key basis)
Construction of 10000 Gallons Sump Tank near proposed tube well at Badhori and 10,000 GSR at Badhori top (02 Nos.) (Items Rate) Earth work in bulk excavation by means over areas (Exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr as directed by Engineer in Charge. In all kinds 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)
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level (Bed Slab+ Gola)
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works above plinth level upto floor level V (Walling, beams)
Reinforcement cement concrete work in Arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, 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 .
Extra for shuttering in circular work (20% of respective centering and shuttering
Centring and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
Extra for shuttering in circular work (20% of respective centering and shuttering
Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Extra for shuttering in circular work (20% of respective centering and shuttering
Centring and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 mtrs span.
12mm plaster finished with a floating coat of neat cement of mix: 1:3 (1 cement : 3 coarse sand)
12mm cement plaster of mix :1:4 (1cement: 4 coarse sand)
Extra for plastering on circular work not exceeding 6m in radius: In one coat
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 mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement
Providing and fixing AC plain, bends 80mm dia
Providing and fixing man hole cover LD rectangular 455 x 610 mm with frame .
Providing and fixing of 80 mm dia GI pipe in trenches including cost of pipe and filling
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
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.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Fabrication of 80mm dia GI bends welded with MS plates including fixing for outlets and washout etc.
Steel work welded in built up sections for manhole cover,ladders railings ete
Carriage of Sand by Mechanical Transport from source to site of work for an av. distance of 12 km and 100 mtr by head load. .
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. distance of 12 km and 100 mtr by head load. .
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. distance of 12 km and 100 mtr by head load. .
Construction of Compound walls around Tube well stations (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 directed. (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)
Extra for Half Brick work masonry in superstructure above plinth level upto floor V level
15mm thick Cement plaster of mix : 1:4 ( 1 cement : 4 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 15 km and 100 mtr by head load. .
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. distance of 15 km and 100 mtr by head load. .
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. distance of 10 km and 100 mtr by head load. .
Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. distance of 8 km by M.T and 100 mtr by head load.
Carriage of Brick from klin to site of work by M.T average distance15 km and 100 mtr by head load.
Steel work welded in built up sections for ladders railings,gates etc using structural steel including cutting/hoisting fixing in position including priming coat.
Writing on walls for different components of Water supply scheme and Fabrication, erection, painting and writing of Sign board(Complete Job) (Turn key basis)
Strengthning of existing 20,000 Gallons GSR at Kararki Dismantling of RCC work
Extra labour to be engaged for taking out the mulba of dismantled RCC from the GSR
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level (Bed+ Gola)
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level (Walling)
Reinforcement cement concrete work in Arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½: 3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)
12mm plaster finished with a floating coat of neat cement of mix: 1:3 (1 cement : 3 coarse sand)
Extra for plastering on circular areas
12mm cement plaster of mix :1:4 (1cement: 4 coarse sand)
Extra for plastering on circular areas
Reinforcement for RCC work including straightening of bars, cutting bending placing in position and bending complete Thermo-mechnically treated bars of grade e-500D or more
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
Extra for shuttering in circular work (20% of respective centering and shuttering
Centring and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 mtrs span.
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement
Providing and fixing AC plain, bends 80mm dia
Steel work welded in built up sections for ladders railings,gates etc using structural steel including cutting/hoisting fixing in position including priming coat.
Carriage of Sand by Mechanical Transport from source to site of work for an av. distance of 12 km and 100 mtr by head load
Carriage of bajri upto 20mm by Mechanical Transport from source to site of work for an av. distance of 12 km and 100 mtr by head load
Strengthning of existing Pump room building Dismantling of Brick work in cement mortar well for redevlopment of defuct tube well
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)
12mm cement plaster of mix :1:4 (1cement: 4 coarse sand)
Repair to plaster 12mm to 20mm in patches in cement 1:4 mortar
Dismantling of bricks tiles including stacking of serviceable material and disposal of unserviceable material
Demolishing of mud phaska in terrancing and disposal of material with in a lead of 50m
Removing mortar from bricks in cement mortar
10cm thick (average) mud phaska of damped brick eartjh on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of eatrth 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 designatgion 10.0
White washing with liner three or more coats 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
Making khuras 45cmx45cm av. Min thickness of 5cm c.Conc 1:2:4 over PVC sheet of 1mx x400 micron with 12mm thick cement 1:3 and coat of neat cement rounding the edges and making finishing out let complete.
Carriage of sand and bajri av. 12 km by MT and 100m by HL
Carriage of Brick from klin to site of work by M.T average distance15 km and 100 mtr by head load.
Carriage of bricks tiles av. 15km by MT and 100m by HL
Pipe Works: Providing , Laying and fitting of Rising main and Distribution System Earth 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 lit upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soils
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.
Providing, Laying & fitting of G.I pipes( of any make as per Bureau of Indian Standard) for Rising main and Distribution system including clearance of site, providing & fixing of all required fittings / specials/ Gate Valves/Sluivce Valves/ Check Valves (ISI marked branded make along with allied accessories, construction of required valve pits/mainfolds, making connections & interconnections wherever required, .carriages of all sorts complete with testing & commissioning (complete Job/rm).
Providing and laying of Rising Main / distribution system: GI pipe 80mm dia (Medium)
GI pipe 80mm dia (Light)
GI pipe 65mm dia
GI pipe 50mm dia
GI pipe 40mm dia
GI pipe 25mm dia
GI pipe 20mm dia
Provision for fabrication of joints by way of welding for Rising mains and distribution system (complete job)
Dismanttling tile work in floors laid in cement mortor including stacking material within 50mtrs and relaying of tile after laying of pipe as per instructions of site engineer (Complete Job)
Dismanttling of Bitumen course by mech/manually means and disposal of dismanttled material upto lead of 50 mtr and laying of B.T surface with 25mm thick top layer after laying of pipe as per instructions of site engineer (Complete Job)
Providing of functional house hold connections including providing of G.I pipes, fittings etc. (Complete job)
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