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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 CrAdmitted-Finance | ₹7.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.4 Cr+₹15.7 L (2.16%)Admitted-Finance | ₹7.4 Cr+₹15.7 L (2.16%) | L2 | Admitted-Finance |
| 3 | L3₹7.6 Cr+₹31.8 L (4.37%)Admitted-Finance | ₹7.6 Cr+₹31.8 L (4.37%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JAI BABA LAL ENTERPRISES L1 | CH SRISAILAM L2 | VAMSHI ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | (A) Augmentation of Water supply scheme Bhupnergarh under Jal Jeevan Mission Construction of rapid sand filteration plant of capacity 5000 GPH (Turn key Basis) Design, drawing, construction, installation, testing and commissioning of 5000 GPH Capacity of Rapid Sand Gravity Filter Plantby using stainless steel grade SS 304 all welded wedge wire screen pipe as per IS 8110 internal part of screen pipe lateral should be duly assembled with HDPE/PVC base pipe duly perforated covered & screen should not have any circumferential or longitudinal joints in screen section. The screen opening should be 200 to 300 microns to facilitate the direct retention of filter media &must be designed suit filtrate rate upto 4.8m^3/hr/m^2 of bed area. The under-drain system should be equipped separate air back wash system for each lateral / The Water Treatment Plant consisting of static mixture, Flocculation of tank, chemical dosing system for PAC/Alum, multi-grade gravity filter with best quality filter charging materials including all fittings like valve and other special fittings, filter feed pump, Mcc, cabling, cost of providing and applying epoxy paint on the exposed equipment , including necessary testing and commissioning and trial run for 3 three years. Construction of treated RCC water storage tank of 10000 GLNs, internal road/internal site development, steel foot bridge/stairs as per requirement, toilet/ washroom facilities, electric panel room, chemical storage room,construction of brick masonry compound wall of 9’ thick x 6’ etc. including all type of carriages, leads and lift etc. The complete job shall have to be executed as per CPHEEO/BIS specification on turnkey basis. | 1 | Job | 80,00,000 ₹80,00,000 Lowest | 82,00,000 ₹82,00,000 | 85,00,000 ₹85,00,000 |
| 2.00 | Civil Works: (Items Rate) Construction of Pump Room Building at Bhupnergarh 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 | 33.64 | Cum | 566 ₹19,040.24 Lowest | 566 ₹19,040.24 Lowest | 566 ₹19,040.24 Lowest |
| 3.00 | 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) | 7.78 | Cum | 6,425 ₹49,986.5 Lowest | 6,425 ₹49,986.5 Lowest | 6,425 ₹49,986.5 Lowest |
| 4.00 | 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) with 20 % boulders | 20.75 | Cum | 6,426 ₹1,33,339.5 Lowest | 6,426 ₹1,33,339.5 Lowest | 6,426 ₹1,33,339.5 Lowest |
| 5.00 | Dumping and supply of stone in Horizontal on level | 5.18 | Cum | 738 ₹3,822.84 Lowest | 738 ₹3,822.84 Lowest | 738 ₹3,822.84 Lowest |
| 6.00 | 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 | 10.12 | Sqm | 403 ₹4,078.36 Lowest | 403 ₹4,078.36 Lowest | 403 ₹4,078.36 Lowest |
| 7.00 | 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) | 30.12 | Cum | 8,015 ₹2,41,411.8 Lowest | 8,015 ₹2,41,411.8 Lowest | 8,015 ₹2,41,411.8 Lowest |
| 8.00 | Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level | 30.12 | Cum | 1,592 ₹47,951.04 Lowest | 1,592 ₹47,951.04 Lowest | 1,592 ₹47,951.04 Lowest |
| 9.00 | 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) | 5.72 | Cum | 11,638 ₹66,569.36 Lowest | 11,638 ₹66,569.36 Lowest | 11,638 ₹66,569.36 Lowest |
| 10.00 | 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 | 457 | kg | 103 ₹47,071 Lowest | 103 ₹47,071 Lowest | 103 ₹47,071 Lowest |
Tender Value
₹5.3 Cr
EMD Value
₹10.7 L
Closing Date
15 Jan 2021, 4:30 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_111422_1
PHES/110 of 2020-21
Open Tender
Civil Works - Water Works
Item Rate
120 days
Nud
Please refer e-NIT and SBD
8 documents required · 8 mandatory
₹6,000
Executive Engineer Jal SHakti PHE Division Samba
₹10.7 L
21 Jan 2021
14 Dec 2020
18 Jan 2021
14 Dec 2020
15 Jan 2021
14 Dec 2020
Amount
(A) Augmentation of Water supply scheme Bhupnergarh under Jal Jeevan Mission Construction of rapid sand filteration plant of capacity 5000 GPH (Turn key Basis) Design, drawing, construction, installation, testing and commissioning of 5000 GPH Capacity of Rapid Sand Gravity Filter Plantby using stainless steel grade SS 304 all welded wedge wire screen pipe as per IS 8110 internal part of screen pipe lateral should be duly assembled with HDPE/PVC base pipe duly perforated covered & screen should not have any circumferential or longitudinal joints in screen section. The screen opening should be 200 to 300 microns to facilitate the direct retention of filter media &must be designed suit filtrate rate upto 4.8m^3/hr/m^2 of bed area. The under-drain system should be equipped separate air back wash system for each lateral / The Water Treatment Plant consisting of static mixture, Flocculation of tank, chemical dosing system for PAC/Alum, multi-grade gravity filter with best quality filter charging materials including all fittings like valve and other special fittings, filter feed pump, Mcc, cabling, cost of providing and applying epoxy paint on the exposed equipment , including necessary testing and commissioning and trial run for 3 three years. Construction of treated RCC water storage tank of 10000 GLNs, internal road/internal site development, steel foot bridge/stairs as per requirement, toilet/ washroom facilities, electric panel room, chemical storage room,construction of brick masonry compound wall of 9’ thick x 6’ etc. including all type of carriages, leads and lift etc. The complete job shall have to be executed as per CPHEEO/BIS specification on turnkey basis.
Civil Works: (Items Rate) Construction of Pump Room Building at Bhupnergarh 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) with 20 % boulders
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: 1:6 (1 cement: 6 coarse sand)
6mm Cement plaster of mix: 1:3 (1 cement: 3 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
Painting top of roofs with bitumen of 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 in kerosene oil complete. With residual type petroleum bitumen of grade VG-10
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.
White washing with lime to give an even shade on new work (three or more coats)
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
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 etc. as required in grating frames, guard bar, ladders, railing, brackets gates and similar.
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 8 km and 03 km by H.L
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km and 3 km by H.L
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km and 3 km by H.L.
Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 25 km and 3 km by H.L.
Carriage of Brick from klin to site of work by M.T 26 km and 3 km by H.L
Carriage of tiles from klin to site of work by M.T 26 km and 3 km by H.L.
Provision of Electric fitting (Trun key Basis)
Provision for drainage, sanitation & water supply (Turn Key Basis)
Provision of washroom for operational staff (Turn key Basis)
Pipe Works: (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 fixing of GI pipes complete with cost of G.I pipes / fittings / gate valves / sluice valve 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 65mm 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.
Providing / installation of household connections (Turn Key Basis)
Construction of 5000 Glns capacity GSR/ Sump Tank/ collection tank at Bhupnergarh (3 Nos.) (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)
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 cement plaster finished with a floating coat of neat cement of mix :1:3 (1cement: 3 coarse sand)
12 mm cement plaster of mix: 1 :4 (1 cement: 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 in corporation during concerting GP Sheet strips for water seal at construction joint
Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement
Providing and fixing PVC, bends 80mm dia
Providing and fixing of CI man hole cover with frame (LD) (0.61 x 0.45M) Size.
Providing and fixing of G.I pipe of 80mm dia for inlet, outlet an washout G.I pipe 80mm dia
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
Fabrication of 80mm dia GI bends welded with MS plates including fixing for outlets and washout etc.
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 8 km and by H.L 3 km.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km and by H.L 3 km.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km and 3 km by H.L.
Provision for Angular stair
Mechanical Works: Installation of Electro-mechanical machinery for improvement of WSS Bhupnergarh (Turn Key Basis) Providing, Installation, testing and commissioning of submersible pump set of parameter 4000 x 150 mtrs. Head approx. (02 nos, 1 working and 1 standby) along with allied works at proposed pump room station
Design, Installation, testing and commissioning of LT control panel for submersible pump set along with allied works
Erection of 100 KVA electric sub station at proposed bore well (Transformer lever-II)
Providing, Installation, testing and commissioning of HC pump set 4000 GPH x 250 mtr head 2 nos approx. along with allied works
Providing, installation, testing and commissioning of LT control panels, 2 nos. along with allied works for HC pump set
Providing, Installation, testing and commissioning of 150 KVA voltage stablizer along with allied works at pumping stations
Providing Chain link fencing around the various Civil Structure at Bhupnergarh (3 Nos.)(Item Rates) Clearing jungle includign uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Earth work in excavation in foundation trenches or drains ( not exceeding 1.5 M in width as well as 10m on plan) including dressing of sides and ramming of bottoms lift up to 1.50m including getting out the executed soil and disposal or surplus excavated soil as directed as per classification 80%. All kinds of soil and 20% soft rock lead up to 50m
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 an laying in position, cement concrete of specified grade excluding the cost of centering an shuttering all work up to plinth level (1:2:4(1 cement :2 course , sand 4 graded stone aggregate 40mm normal size.
Providing and fixing of angle iron including cutting, hoisting 35x35x5 mm rest post
Providing and fixing of G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthen with 2mm dia wire or nuts, bolts and washers as required complete made of G.I. wire of dia 4mm
Centering and shuttering inc. strutting propping etc for c.c. block
Carriage of sand aggregate from source side to road side to work by mechanical transport for an av. Distance 5 km.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.
Providing and fixing of Iron gate
Construction of Compound wall around the Pump room building & Development of Tube well station exclusive electrification, erection of sign board of ground at stage 1st under WSS Bhupnergarh (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) with 20% boulders
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 : 1:4 ( 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
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 on G.S Sheet with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 8 km and 3 km by H.L.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km and 3 km by H.L.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km and 3 km by H.L.
Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 25 km and 3 km by H.L.
Carriage of Brick from klin to site of work by M.T 26 km and 3 km by H.L
Providing and fixing of Iron Gate
Provision for development of T/Well Stn. Enclusive electrification, erection of sign board & leveling of Ground (Turn Key Basis)
Interconnection of Rising Main and Distribution system including fabrication works & valve pits (Turn Key Basis)
Providing/ Installation of flow meters (Turn key basis)
(B) Retrofitting of existing Water Supply scheme Sarna- Patyari under Jal Jeevan Mission Construction of rapid sand filteration plant of capacity 5000 GPH (Turn key Basis) Design, drawing, construction, installation, testing and commissioning of 5000 GPH Capacity of Rapid Sand Gravity Filter Plantby using stainless steel grade SS 304 all welded wedge wire screen pipe as per IS 8110 internal part of screen pipe lateral should be duly assembled with HDPE/PVC base pipe duly perforated covered & screen should not have any circumferential or longitudinal joints in screen section. The screen opening should be 200 to 300 microns to facilitate the direct retention of filter media &must be designed suit filtrate rate upto 4.8m^3/hr/m^2 of bed area. The under-drain system should be equipped separate air back wash system for each lateral / The Water Treatment Plant consisting of static mixture, Flocculation of tank, chemical dosing system for PAC/Alum, multi-grade gravity filter with best quality filter charging materials including all fittings like valve and other special fittings, filter feed pump, Mcc, cabling, cost of providing and applying epoxy paint on the exposed equipment , including necessary testing and commissioning and trial run for 3 three years. Construction of treated RCC water storage tank of 10000 GLNs, internal road/internal site development, steel foot bridge/stairs as per requirement, toilet/ washroom facilities, electric panel room, chemical storage room,construction of brick masonry compound wall of 9’ thick x 6’ etc. including all type of carriages, leads and lift etc. The complete job shall have to be executed as per CPHEEO/BIS specification on turnkey basis.
Construction of Check Dam & intake structure (Turn Key Basis)
Drilling of Bore well at Sarna Payari (Turn Key Basis) Clearing of site by way bush cutting makng, shiting of machinery and allied material for installation of machinery
Deep drilling of 200mm dia bore well using ODEX Drilling method including towering of 200 mm dia. ERW M.S Casing Pipes and providing/ fixing of casing drive shoe (up to 130 mtrs. BGL) including the cost of 200 mm dia ERW M.S Casing Pipes.
Cost of M.S Casing Pipe 200mm Dia.
Development of tubewell with air compressor of adequate capacity till the clear potable water free from sand and other impurities.
Stablization and testing of Mini Tube Well by way of pumping for maximum 4 days using vertical turbine pump/submersible pump set till the clear potable drinking water is achieved including the yield test.
Extraction of casing pipe
Civil Works: (Items Rate) Construction of Pump Room Building at Sarna- Patyari 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) with 20 % boulders
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: 1:6 (1 cement: 6 coarse sand)
6mm Cement plaster of mix: 1:3 (1 cement: 3 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
Painting top of roofs with bitumen of 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 in kerosene oil complete. With residual type petroleum bitumen of grade VG-10
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.
White washing with lime to give an even shade on new work (three or more coats)
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
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 etc. as required in grating frames, guard bar, ladders, railing, brackets gates and similar.
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 19 km and 500 mtr. by H.L
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 19 km and 500 mtr by H.L
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 19 km and 500 mtr by H.L.
Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 19 km and 500 mtr by H.L.
Carriage of Brick from klin to site of work by M.T 25 km and 500 mtr by H.L.
Carriage of tiles from klin to site of work by M.T 25 km and 500 mtr by H.L.
Provision of Electric fitting and toilets (Trun key Basis)
Provision for steel girder (Turn Key Basis0
Provision for drainage, sanitation & water supply (Turn Key Basis)
Pipe Works: Providing and Fixing of Rising main and Distribution system At Sarna Patyari (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 fixing of GI pipes complete with cost of G.I pipes / fittings / gate valves / sluice valve 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 80mm dia (Light)
GI pipe 65mm dia
GI pipe 50mm dia
GI pipe 40mm dia
GI pipe 15mm 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 shifting of utilities (Turn key basis)
Providing / installation of household connections (Turn Key Basis)
Construction of 10000 Glns capacity GSR/ Sump Tank at Sarna Patyari (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 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 cement plaster of mix :1:4 (1cement: 4 coarse sand)
12mm cement plaster of mix :1:3 (1cement: 3 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 in corporation during concerting GP Sheet strips for water seal at construction joint
Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement
Providing and fixing PVC, bends 80mm dia
Providing and fixing of CI man hole cover with frame (LD) (0.61 x 0.45M) Size.
Providing and fixing of G.I pipe of 80mm dia for inlet, outlet an washout G.I pipe 80mm dia
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.
Fabrication of 80mm dia GI bends welded with MS plates including fixing for outlets and washout etc.
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 20 km and 1.5 km by H.L.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 1.5 km by H.L
Carriage of Bajri (above 40mm) by Head Load from source to site of work for an av. Distance of 1.5 km.
Construction of 5000 Glns capacity GSR/ Sump Tank/ collection tank at Sarna Patyari (2 Nos.) (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)
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 cement plaster finished with a floating coat of neat cement of mix :1:3 (1cement: 3 coarse sand)
12 mm cement plaster of mix: 1 :4 (1 cement: 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 in corporation during concerting GP Sheet strips for water seal at construction joint
Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement
Providing and fixing PVC, bends 80mm dia
Providing and fixing of CI man hole cover with frame (LD) (0.61 x 0.45M) Size.
Providing and fixing of G.I pipe of 80mm dia for inlet, outlet an washout G.I pipe 80mm dia
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
Fabrication of 80mm dia GI bends welded with MS plates including fixing for outlets and washout etc.
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 20 km and by H.L 500 mtr.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and by H.L 500 mtr.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 500 mtr by H.L.
Provision for Angular stair
Mechanical Works: Installation of Electro-mechanical machinery to be installed at WSS Alna- Ghiani (Turn Key Basis)F/Plant Sarna Providing, installation, testing and commissioning of 02 Nos. HC pump set along with control panel allied works
Creation of electric sub station at filteration plant
Providing, Installation, testing and commissioning of 01 no. submersible pumpset along with control panel and procurement of standby submersible for feeding Dug Well
Providing, Installation, testing and commissioning of 01 no. voltage stablizer along with other allied works.
Proposed T/well at Sarna Providing, installation, testing and commissioning of 02 Nos. HC pump set along with control panel allied works
Providing, Installation, testing and commissioning of submersible set along with control panels allied works
Creation of electric sub station
Providing Installation, testing and commissioning of 01 no. electric motor operator chain block along with allied works.
Providing, Installation, testing and commissioning of 01 no. voltage stablizer along with other allied works.
Providing Chain link fencing around the various Civil Structure at Sarna Patyari (2 Nos.)(Item Rates) Clearing jungle includign uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Earth work in excavation in foundation trenches or drains ( not exceeding 1.5 M in width as well as 10m on plan) including dressing of sides and ramming of bottoms lift up to 1.50m including getting out the executed soil and disposal or surplus excavated soil as directed as per classification 80%. All kinds of soil and 20% soft rock lead up to 50m
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 an laying in position, cement concrete of specified grade excluding the cost of centering an shuttering all work up to plinth level (1:2:4(1 cement :2 course , sand 4 graded stone aggregate 40mm normal size.
Providing and fixing of angle iron including cutting, hoisting 35x35x5 mm rest post
Providing and fixing of G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthen with 2mm dia wire or nuts, bolts and washers as required complete made of G.I. wire of dia 4mm
Centering and shuttering inc. strutting propping etc for c.c. block
Carriage of sand aggregate from source side to road side to work by mechanical transport for an av. Distance 5 km.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.
Providing and fixing of Iron gate
Construction of Compound wall around the Pump room building & Development of Tube well station exclusive electrification, erection of sign board of ground at stage 1st under WSS Sarna Patyari (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) with 20% boulders
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 : 1:4 ( 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
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 on G.S Sheet with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 6 km and 500 mtr by H.L.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 15 km and 500 mtr by H.L.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 15 km and 500 mtr by H.L.
Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 15 km and 500mtr by H.L.
Carriage of Brick from klin to site of work by M.T 30 km and 500 mtr by H.L
Providing and fixing of Iron Gate
Provision for development of T/Well Stn. Enclusive electrification, erection of sign board & leveling of Ground (Turn Key Basis)
Provision for ropeway crossing (2 Nos.) (Turn Key Basis)
Interconnection of Rising Main and Distribution system including fabrication works & valve pits (Turn Key Basis)
Providing/ Installation of flow meters (Turn key basis)
(c) Retrofitting of existing Water Supply scheme Tund sarain under Jal Jeevan Mission Construction of rapid sand filtration plant of capacity 5000 GPH (Turn key Basis) Design, drawing, construction, installation, testing and commissioning of 5000 GPH Capacity of Rapid Sand Gravity Filter Plantby using stainless steel grade SS 304 all welded wedge wire screen pipe as per IS 8110 internal part of screen pipe lateral should be duly assembled with HDPE/PVC base pipe duly perforated covered & screen should not have any circumferential or longitudinal joints in screen section. The screen opening should be 200 to 300 microns to facilitate the direct retention of filter media &must be designed suit filtrate rate upto 4.8m^3/hr/m^2 of bed area. The under-drain system should be equipped separate air back wash system for each lateral / The Water Treatment Plant consisting of static mixture, Flocculation of tank, chemical dosing system for PAC/Alum, multi-grade gravity filter with best quality filter charging materials including all fittings like valve and other special fittings, filter feed pump, Mcc, cabling, cost of providing and applying epoxy paint on the exposed equipment , including necessary testing and commissioning and trial run for 3 three years. Construction of treated RCC water storage tank of 10000 GLNs, internal road/internal site development, steel foot bridge/stairs as per requirement, toilet/ washroom facilities, electric panel room, chemical storage room,construction of brick masonry compound wall of 9’ thick x 6’ etc. including all type of carriages, leads and lift etc. The complete job shall have to be executed as per CPHEEO/BIS specification on turnkey basis.
Drilling of Bore well at Tund Sarain (Turn Key Basis) Clearing of site by way bush cutting makng, shiting of machinery and allied material for installation of machinery
Deep drilling of 200mm dia bore well using ODEX Drilling method including towering of 200 mm dia. ERW M.S Casing Pipes and providing/ fixing of casing drive shoe (up to 130 mtrs. BGL) including the cost of 200 mm dia ERW M.S Casing Pipes.
Cost of M.S Casing Pipe 200mm Dia.
Development of tubewell with air compressor of adequate capacity till the clear potable water free from sand and other impurities.
Stablization and testing of Mini Tube Well by way of pumping for maximum 4 days using vertical turbine pump/submersible pump set till the clear potable drinking water is achieved including the yield test.
Extraction of casing pipe
Civil Works: (Items Rate) Construction of Pump Room Building at Tund Sarain 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) with 20 % boulders
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: 1:6 (1 cement: 6 coarse sand)
6mm Cement plaster of mix: 1:3 (1 cement: 3 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
Painting top of roofs with bitumen of 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 in kerosene oil complete. With residual type petroleum bitumen of grade VG-10
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.
White washing with lime to give an even shade on new work (three or more coats)
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
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 etc. as required in grating frames, guard bar, ladders, railing, brackets gates and similar.
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 6 km and 500 mtr. by H.L
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 15 km and 500 mtr by H.L
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 15 km and 500 mtr by H.L.
Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 15 km and 500 mtr by H.L.
Carriage of Brick from klin to site of work by M.T 30 km and 500 mtr by H.L.
Carriage of tiles from klin to site of work by M.T 30 km and 500 mtr by H.L.
Provision of Electric fitting and toilets (Trun key Basis)
Provision for steel girder (Turn Key Basis)
Provision for drainage, sanitation & water supply (Turn Key Basis)
Provision of washroom for operational staff (Turn key Basis)
Construction of 10000 Glns capacity GSR/ Sump Tank at Tund Sarain (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 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 cement plaster of mix :1:4 (1cement: 4 coarse sand)
12mm cement plaster of mix :1:3 (1cement: 3 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 in corporation during concerting GP Sheet strips for water seal at construction joint
Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement
Providing and fixing PVC, bends 80mm dia
Providing and fixing of CI man hole cover with frame (LD) (0.61 x 0.45M) Size.
Providing and fixing of G.I pipe of 80mm dia for inlet, outlet an washout G.I pipe 80mm dia
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.
Fabrication of 80mm dia GI bends welded with MS plates including fixing for outlets and washout etc.
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 6 km and 500 mtr by H.L.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 15 km and 500 mtr by H.L
Carriage of Bajri (above 40mm) by Mechanical transport from source to site of work for an av. Distance of 15 km and 500 mtr by H.L.
Pipe Works: Providing and Fixing of Rising main and Distribution system At Tund Sarain (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 fixing of GI pipes complete with cost of G.I pipes / fittings / gate valves / sluice valve 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 80mm dia (Light)
GI pipe 65mm 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.
Providing / installation of household connections (Turn Key Basis)
Mechanical Works: Installation of Electro-mechanical machinery to be installed at WSS Tund Sarain D/W Janda (Turn Key Basis) Providing, installation, testing and commissioning of HC pump set of parameter 3000 GPH x 150 meters head, (approx.) along with allied works
Providing, Installation, testing and commissioning of LT control panel for HC pump set 02 nos. (1 no. for new and one no. for existing HC pump set) along with allied works
Providing, Installation, testing and commissioning of Mono submersible pump set (2 nos one nos to be connected with new and one no with exisiting HC pump set) along with cables, column pipes etc and other allied works.
Providing, Installation, testing and commissioning of 150 KVA voltage stablizer along with allied works.
Improvement of existing electric substation, complete earthing of electrical equipments and other allied works
Providing Chain link fencing around the various Civil Structure at Tund Sarain (2 Nos.)(Item Rates) Clearing jungle includign uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Earth work in excavation in foundation trenches or drains ( not exceeding 1.5 M in width as well as 10m on plan) including dressing of sides and ramming of bottoms lift up to 1.50m including getting out the executed soil and disposal or surplus excavated soil as directed as per classification 80%. All kinds of soil and 20% soft rock lead up to 50m
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 an laying in position, cement concrete of specified grade excluding the cost of centering an shuttering all work up to plinth level (1:2:4(1 cement :2 course , sand 4 graded stone aggregate 40mm normal size.
Providing and fixing of angle iron including cutting, hoisting 35x35x5 mm rest post
Providing and fixing of G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthen with 2mm dia wire or nuts, bolts and washers as required complete made of G.I. wire of dia 4mm
Centering and shuttering inc. strutting propping etc for c.c. block
Carriage of sand aggregate from source side to road side to work by mechanical transport for an av. Distance 5 km.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.
Providing and fixing of Iron gate
Construction of Compound wall around the Pump room building & Development of Tube well station exclusive electrification, erection of sign board of ground at stage 1st under WSS Tund Sarain (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) with 20% boulders
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 : 1:4 ( 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
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 on G.S Sheet with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
Carriage of Sand by Head load from source to site of work for an av. Distance of 500 mtr.
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 500 mtr by H.L.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 500 mtr by H.L.
Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 20 km and 500mtr by H.L.
Carriage of Brick from klin to site of work by M.T 20 km and 500 mtr by H.L
Providing and fixing of Iron Gate
Provision for development of T/Well Stn. Enclusive electrification, erection of sign board & leveling of Ground (Turn Key Basis)
Interconnection of Rising Main and Distribution system including fabrication works & valve pits (Turn Key Basis)
Providing/ Installation of flow meters (Turn key basis)
CH SRISAILAM
VAMSHI ENTERPRISES
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