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Public Health Engineering Department Tender

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Improvement And Augmentation Of Water Supply Scheme Birpur Under Jal Jeevan Mission

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BOQ Items

ItemQuantityUnitsRateAmount
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Construction of Deep Drilling, Development and stablization of Tube Well by Direct Rotary Method at Balore nallah (Discharge of tube-well 5000 GPH )- Turn key Basis Clearing of site by way of bush cutting, making approah road, shifting of machinery and allied material, preparation of site, proper tending for installation of machinery.
1Job--
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Drilling of gravel packed bore hole of 530 mm diameter for lowering of liner assembly consisting of blind and strainer pipes of 300/250/200 mm dia mts in all types of strata by drilling to suite requirements and conditions. The work excludes cost of blind pipe and strainer pipe upto the depth of 250 mtrs From G.L to 200 meters below BGL
200Mtr.--
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From 200M to 300 M BGL
100Mtr.--
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Providing of PEA shaped gravel as per IS-4097 of 1967 with latest amendments for gravel packing of tube well and shrouding during drilling and stabilization of tube wells
100Cum--
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Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities.
1Job--
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Stablization and testing of bore well by way of V.T/ submersible pumpset as per IS Code- part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments pumpset till the clear potable water having discharge as per specification is yielded
1Job--
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Cost of ERW M.S Casing pipes 200 mm dia
190Mtr.--
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Cost of ERW M.S Casing pipes 300 mm dia
100Mtr.--
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Cost of slotting of ERW M.S Casing pipes 200 mm dia
25Mtr.--
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Fabrication, providing / fitting of steel supporting structure for clamping
1Job--
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Construction of Deep Drilling, Development and stablization of Tube Well by Direct Rotary Method at Rani da Khoo, Birpur (Discharge of tube-well 5000 GPH) -Turn key Basis Clearing of site by way of bush cutting, making approah road, shifting of machinery and allied material, preparation of site, proper tending for installation of machinery.
1Job--
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Drilling of gravel packed bore hole of 530 mm diameter for lowering of liner assembly consisting of blind and strainer pipes of 300/250/200 mm dia mts in all types of strata by drilling to suite requirements and conditions. The work excludes cost of blind pipe and strainer pipe upto the depth of 250 mtrs From G.L to 200 meters below BGL
200Mtr.--
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From 200M to 300 M BGL
50Mtr.--
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Providing of PEA shaped gravel as per IS-4097 of 1967 with latest amendments for gravel packing of tube well and shrouding during drilling and stabilization of tube wells
80Cum--
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Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities.
1Job--
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Stablization and testing of bore well by way of V.T/ submersible pumpset as per IS Code- part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments pumpset till the clear potable water having discharge as per specification is yielded
1Job--
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Cost of ERW M.S Casing pipes 200 mm dia
190Mtr.--
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Cost of ERW M.S Casing pipes 300 mm dia
50Mtr.--
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Cost of slotting of ERW M.S Casing pipes 200 mm dia
25Mtr.--
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Fabrication, providing / fitting of steel supporting structure for clamping
1Job--
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Civil Works: (Items Rate) Construction of Pump Room Building cum Tube well building (3 Nos.) at Balole Nallah, Rani Khoo and Datta da Talab. 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
91.47Cum--
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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)
16.98Cum--
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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)
60.12Cum--
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Dumping and supply of stone in Horizontal on level
15.03Cum--
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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
22.98Sqm--
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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)
88.8Cum--
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Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
88.8Cum--
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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)
25.05Cum--
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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
2253kg--
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Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
157.2Sqm--
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Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies, door lintels, window lintels and access platforms.
129.15Sqm--
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Edges of slabs and breaks in floors and walls under 20 cm wide
89.76Mtr.--
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Lintel, beams, plinth beams, girders, bressumers and cantilevers.
19.47Sqm--
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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
32.4Sqm--
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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
216kg--
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Cement plaster (in coarse sand) 12mm Cement plaster of mix: 1:6 (1 cement: 6 coarse sand)
650.91Sqm--
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15mm Cement plaster of mix: 1:6 (1 cement: 6 coarse sand)
89.28Sqm--
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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
94.44Sqm--
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Providing and fixing Glass strips in joints of terrazzo/ cement concfete floors. Glass strips 40 mm wide and 4mm thick
174.6Mtr.--
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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
139.63Sqm--
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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.
86.22Mtr.--
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Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
365.58Sqm--
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
39.99Sqm--
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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
51.69Sqm--
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Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia.
27Mtr.--
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Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 25 km.
86.07Cum--
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Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.
84.33Cum--
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Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.
15.18Cum--
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Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 25 km.
15.03Cum--
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Carriage of Brick from klin to site of work by M.T 15 km
421801000/Nos--
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Carriage of tiles from klin to site of work by M.T 15 km
50281000/Nos--
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Provision of Electric fitting
3Nos--
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Provision for Angular stairs
3Nos--
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Construction of Sump Tank of 30000 Glns capacity under WSS Birpur (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.
157.6Cum--
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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)
43.08Cum--
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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)
11.96Cum--
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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)
14.32Cum--
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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)
29.62Cum--
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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)
10.18Cum--
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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
5600kg--
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Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
79.88Sqm--
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Extra for shuttering in circular work (20% of respective centering and shuttering
79.88Sqm--
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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.
336.28Sqm--
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Extra for shuttering in circular work (20% of respective centering and shuttering
336.28Sqm--
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Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
36Sqm--
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Extra for shuttering in circular work (20% of respective centering and shuttering
36Sqm--
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Centring and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 mtrs span.
102.44Sqm--
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12mm plaster finished with a floating coat of neart cement of mix: 1:3 (1 cement : 3 coarse sand)
253.14Sqm--
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12mm cement plaster of mix :1:4 (1cement: 4 coarse sand)
317.4Sqm--
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Extra for plastering on circular work not exceeding 6m in radius: In one coat
570.54Sqm--
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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
78.36Sqm--
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Providing and in corporation during concerting GP Sheet strips for water seal at construction joint
550Kg--
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Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement
332kg--
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Providing and fixing PVC, bends 80mm dia
8Nos--
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Providing and fixing of CI man hole cover with frame (LD) (0.61 x 0.45M) Size.
2Nos--
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Providing and fixing of G.I pipe of 80mm dia for inlet, outlet an washout G.I pipe 80mm dia
50Mtr.--
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Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
278.88Sqm--
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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.
10Cum--
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Fabrication of 80mm dia GI bends welded with MS plates including fixing for outlets and washout etc.
6Nos--
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Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 10 km.
59.64Cum--
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Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 10 km.
62.66Cum--
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Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 10 km.
38.76Cum--
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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.
3200Sqm--
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Mechanical Works: Proposed T/Well No. 1 at Balode Nallah and T/Well No. 2 at Rani da Khoo(Turn Key Basis) Procurement, installation, testing and commissioning of Submersible pump sets of 6000 GPH x 100 mtrs. head (01 no. working + 01 no. standby) along with allied electro-mechanical works at proposed T/well No. 1 and T/Well No. 2.
4Each--
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Design, fabrication, insallaiton, testing & commissioning of fully automatic LT control panel for submersible pump along with allied works.
2Each--
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Providing, fitting, installation, testing and commissioning of 5 ton capacity electric hoist for extraction & lowering of submersible pumpset along with allied works.
2Each--
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Procurement, installation, testing and commissioning of 63 KVA Voltage stablizer at T/Well Balore Nallah and Rani da khoo
2Each--
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P/Stn. Datta Talab Procurement , installation, testing and commissioning of 02 nos. (01 no. working + 01 no. standby) HC pumpsets 10000 GPH x 150 mtrs. head along with allied works at P/Stn. Datta Talab.
2Job--
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Design, fabrication, installation, testing & commissioning of LT Control Panels for 02 nos. HC pumpsets along with allied works
2Job--
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Procurement, installation, testing and commissioning of 150 KVA Voltage stablizer with allied works.
1Job--
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Improvement/ recapitalization of existing/ new electro- mechanical machinery during completion of the WSS Birpur (Turn Key basis)
1Job--
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P/Stn. Rani Da Khoo Procurement , installation, testing and commissioning of 02 nos. (01 no. working + 01 no. standby) HC pumpsets 10000 GPH x 150 mtrs. head along with allied works at P/Stn. Rani da Khoo.
2Job--
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Design, fabrication, installation, testing & commissioning of LT Control Panels for 02 nos. HC pumpsets along with allied works
2Job--
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Procurement, installation, testing and commissioning of 150 KVA Voltage stablizer with allied works.
1Job--
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Improvement/ recapitalization of existing/ new electro- mechanical machinery during completion of the WSS Birpur (Turn Key basis)
1Job--
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Construction of Compound wall around the civil structure at Birpur (02 Nos.) (Length 103.60 mtrs.)(Items Rate) E/work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil
41.85Cum--
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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)
6.83Cum--
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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
61.33Cum--
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Dumping and supply of stone in Horizontal on level
15.33Cum--
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Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
186.48Sqm--
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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)
20.92Cum--
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Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
20.92Cum--
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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
225.84Sqm--
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Extra for Half Brick work masonry in superstructure above plinth level upto floor V level
225.84Sqm--
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15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:6 ( 1 cement : 6 coarse sand) wall with plinth
899.66Sqm--
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Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
899.66Sqm--
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Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 25 km.
59.25Cum--
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Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.
55.11Cum--
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Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.
6.21Cum--
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Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 10 km.
15.33Cum--
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Carriage of Brick from klin to site of work by M.T 5 km
227921000/Nos--
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Providing and fixing of Iron Gate
2No.--
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Electrical Works: WSS Birpur (Turn key Basis) Creation of electrical sub station 250 KVA (2 Nos.). (Transformer level-II)
2Job--
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A) Pipe Works: Providing and fixing of 100mm dia D.I R/Main (k-9)from Proposed T/Well at Balore Nallah to proposed sump tank at Data da Talab (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
2343.75Cum--
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Providing and fixing of D.I pipes complete with cost of D.I pipes (k-9) / fittings / gate valves / sluice valve / flow meter on R/main & G/main / all types of pipe specials as per site requirement including handling of all type of carriages of material to the sites of work, interconnection at tapping point and delivery point with the exisiting system, (complete rate to be quoted by the Contractor) excluding trenching and refilling etc.
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DI pipe (K-9) 100mm dia
1500Mtr.--
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Providing push on joints to centrifugally (Spun) Casst Iron pipes or Ductile Iron pipes including testing of joints and including the cost of rubber gaskets 100 mm dia
240Each--
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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.
2109.37Cum--
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Provision of cutting of pipes into required sizes and making interconnections including welding of joints (Turn key Basis)
1Job--
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B) Pipe Works: Providing and fixing of 100mm dia D.I R/Main(k-9) from Proposed Sump Tank at Data Da Talab to proposed OHT at Link Road Platey under WSS Birpur (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
2800Cum--
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Providing and fixing of D.I pipes complete with cost of D.I pipes (k-9) / fittings / gate valves / sluice valve / flow meter on R/main & G/main / all types of pipe specials as per site requirement including handling of all type of carriages of material to the sites of work, interconnection at tapping point and delivery point with the exisiting system, (complete rate to be quoted by the Contractor) excluding trenching and refilling etc.
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DI pipe (K-9) 100mm dia
2800Mtr.--
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Providing push on joints to centrifugally (Spun) Casst Iron pipes or Ductile Iron pipes including testing of joints and including the cost of rubber gaskets 100 mm dia
448Each--
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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.
2520Cum--
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Provision of cutting of pipes into required sizes and making interconnections including welding of joints (Turn key Basis)
1Job--
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C) Pipe Works: Providing and fixing of 100mm dia D.I R/Main (K-9) from Proposed Sump Tank at Rani Da Khoo to proposed OHT at Birpur station (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
1500Cum--
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Providing and fixing of D.I pipes complete with cost of D.I pipes (k-9) / fittings / gate valves / sluice valve / flow meter on R/main & G/main / all types of pipe specials as per site requirement including handling of all type of carriages of material to the sites of work, interconnection at tapping point and delivery point with the exisiting system, (complete rate to be quoted by the Contractor) excluding trenching and refilling etc.
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DI pipe (K-9) 100mm dia
1500Mtr.--
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Providing push on joints to centrifugally (Spun) Casst Iron pipes or Ductile Iron pipes including testing of joints and including the cost of rubber gaskets 100 mm dia
240Each--
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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.
1350Cum--
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Provision of cutting of pipes into required sizes and making interconnections including welding of joints (Turn key Basis)
1Job--
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Construction of 50,000 Glns OHT at WSS Birpur (02 Nos.) Design, Construction, Testing and Commissioning of RCC OHT with architectural features of 0.50 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only on "Turn Key Basis" at Birpur under WSS Birpur including providing and fixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. Bearing capacity of soil shall be conducted by the contractor and approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu at his own cost and nothing extra shall be paid to him for the same ( Using M-25 design mix concrete)
2Job--
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A) Pipe Works: Providing and fixing new Distribution system from 02 No. OHT under WSS Birpur (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
6203Cum--
... more
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.
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... more
GI pipe 100mm dia (LIGHT)
6000Mtr.--
... more
GI pipe 80mm dia (Light)
3000Mtr.--
... more
GI pipe 65mm dia
5000Mtr.--
... more
GI pipe 50mm dia
3000Mtr.--
... more
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.
5582.7Cum--
... more
Provision for welding works in rising mian & distribution system for fabrication of bends etc. of required degree
50000Cm--
... more
Provision for making manifold including cost of MS pipe at OHT site (Turn Key Basis)
1Job--
... more
B) Pipe Works: Improvement and stablization of existing R/Main under WSS Birpur (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
1800Cum--
... more
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.
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... more
GI pipe 100mm dia (Medium)
1500Mtr.--
... more
GI pipe 80mm dia (Medium)
500Mtr.--
... more
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.
1620Cum--
... more
Provision for welding works in rising mian & distribution system for fabrication of bends etc. of required degree
20000Cm--
... more
Providing/ Installation of Household connections (Turn Key Basis)
1Job--
... more
Providing/ Installation of Flow meters (Turn key Basis)
1Job--
... more
C) Pipe Works: Improvement and Extension for existing D/ line of Birpur, Doulpur, Kundanpur and new settlements for WSS Birpur (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
900Cum--
... more
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.
---
... more
GI pipe 80mm dia (Light)
2000Mtr.--
... more
GI pipe 65mm dia
2000Mtr.--
... more
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.
810Cum--
... more
Provision for welding works in rising mian & distribution system for fabrication of bends etc. of required degree
15000Cm--
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1 Fax: 01923-243239 E-mail: phedivisionsamba@gmail.com JAL SHAKTI DEPARTMENT, JAMMU OFFICE OF THE EXECUTIVE ENGINEERJAL SHAKTI (PHE) DIVISION SAMBA INTRODUCTORY SHEET E-NIT NO: - PHES/103 of 2020-21 Dated: - 10- 12-2020. E- T E N D E R F O R 1. Name of Work: - IMPROVEMENT AND AUGMENTATION OF WATER SUPPLY SCHEME BIRPUR UNDER JAL JEEVAN MISSION including civil work, conducting complete necessary survey, soil tests & design as required at selected site, as per the parameters/ specifications and operation & Maintenance mentioned in the tender document.” 2. Advertised Cost:- = Rs. 714.52 lacs 3. Earnest Money: -= Rs. 1429040.00 in the form of CDR/FDR. 4. Completion Period:-= 04 Months 5. Bidding Document Fee:- =Rs. 6000.00 6. The Bidding documents consisting of eligibility criteria, Scope of Work, Instructions to Bidders,Specification, bill of quantities (B.O.Q), General & Special conditions of the contract and other details/ terms & conditions of contract can be seen/ downloaded from the e- procurement Portal “http://www.jktenders.gov.in”and also on departmental web site“phejammu.com”as per schedule of dates given below:- 01 Date of issue of Tender Notice 10-12-2020 at 04.30 PM 02 Date of downloading of bidding documents 11-12-2020 from 10.00 AM 03 Bid submission start date 11-12-2020 from 10:00 AM 04 Date of Pre-bid meeting 18 -12-2020 at 12.30 PM 05 Last date of submission bid Queries 22-12-2020 at 04.30 PM 06 Bid Submission end date 22-12-2020 up to 04.30 PM 07 Date & time of opening Bids (on line) 24-12-2020 at 2.00 PM For and on behalf of the Lt. Governor of UT of Jammu & Kashmir Executive Engineer, Jal Shakti,PHEDivision Samba 2 Fax: 01923-243239 E-mail: phedivisionsamba@gmail.com JAL SHAKTI DEPARTMENT, JAMMU OFFICE OF THE EXECUTIVE ENGINEERJAL SHAKTI (PHE) DIVISION SAMBA Notice inviting e-Tender E-NIT No.PHES/103 of 2020-21 Dated: 10-12-2020 For and on behalf of the Lt. Governor of UT of J&K e-tenders (Two cover System)Turn Key Basisare invited from reputed and resourceful contractors/Firms/companies/joint venture of repute, which should be uploaded on the e-Procurement web portal http://www.jktenders.gov.in up to last bidding date:- 22-12-2020 up to 16.30 PMfor the subject work referred below and as per the details mentioned in this e-tender notification and to whom all the terms and conditions of detailed NIT /Tender Documents/ PWD Form No:- 25 double are acceptable. The detailed tender document andSpecificatioPns etc. can be downloaded on the e-procurement Portal http://www.jktenders.gov.in.The cost of tender documents (Non-refundable/ Non- Transferable)should bein the shape of e-challan/Treasury Receipt to be deposited in MH:0215-WSS (Revenue Head) or through RTGS in J&K Bank Branch SAMBA bearing Bank Account No. 0640010200000058, IFSC code JAKA0NANDAN in favour of Executive Engineer,Jal Shakti (PHE), Division SAMBA:- S. No Name of Work Adv. Cost of Work (s) in Lacs Earnest Money In Rs. Class of Contract Cost of Document Period of completion MH of Account 1. A) IMPROVEMENT AND AUGMENTATION OF WATER SUPPLY SCHEME BIRPUR UNDER JAL JEEVAN MISSION including civil work, conducting complete necessary survey, soil tests & design as required at selected site, as per the Parameters/ specifications. 714.52 1429040.00 “A” Rs. 6000/- 4 months JJM B) Operation & Maintenance of critical components as per SBD for a period of three years. i) 1st year ii) 2nd year iii). 3rd year Nil ---- ---- ---- 1st year 2nd year 3rd year Position of funds: - Available. Administrative Approval:- Accorded 3 1.0 TERMS AND CONDITIONS: 1.1 The tenderer should in his own in

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