Public Health Engineering Department-PHED has published Tender For Construction Of 1 No 2000 Gph Slow Sand Filtration Plant, 180Mtr Boundary Wall And Crate Work Under Wss Rajal-A (Jjm).. Submission Date for this Tender is 27-12-2022. Sand Filter Tenders in nowshera Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 16-Dec-2022 | Corrigendum01 | Date | 27-12-2022 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed: All kinds of soil. |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 3 | Supply and placing in position of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter ofeffective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir for slow sand filteration plant |
| 4 | Providing, stacking and Filling of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) including carriage from source to be indentified by Engineer Incharge for slow sand filteration plant. |
| 5 | Supply of stone (Nallah 225mm nominal size) |
| 6 | Dumping andfilling of stone in Horizontal on level |
| 7 | Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8 graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.) |
| 8 | Providing and laying in position cement concrete of specified grade including curing butexcluding 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) (using crushed stone agg.) |
| 9 | 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. All wprk upto plinth level. Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 10 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work weigh batched, using cement content as per approved design mix using weigh batcher attached with concrete mixer with or without hopper at site of work 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.All works above plinth level upto floor V level. Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 11 | Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 12 | 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 |
| 13 | 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) |
| 14 | Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 15 | Half brick masonry withcommon brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curingin cement mortar 1:4 (1 cement: 4 coarse sand) |
| 16 | Extra for Half Brick work masonry in superstructure above plinth level upto floor V level |
| 17 | Centering and shuttering including strutting, propping etc. And removal of form work for. Foundation, footing, bases of columns etc. For mass concrete. |
| 18 | Walls ( any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 19 | Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms. |
| 20 | Edges of slabs and breaks in floors and walls under 20 cm wide |
| 21 | Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 22 | 15mmthick Cement plasterorrough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 coarse sand) |
| 23 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work |
| 25 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 26 | Providing and fixing 32mm dia G.I..pipe for ralling |
| 27 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. 80mmf(M) |
| 28 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. 100mmf(M) |
| 29 | Providing and fixing C.I. 100mm dia sluice valves /Chak Valves as per specification (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) complete including testing 1.6 Mpa (16Kg/Cm2) |
| 30 | Providing and fixing C.I. 80mm dia sluice valves /Chak Valves as per specification (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) complete including testing 1.6 Mpa (16Kg/Cm2) |
| 31 | Hand packing stone in wire crates excluding cost of crate and stones. |
| 32 | Supply of knitted wire crates |
| 33 | .Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of110Km |
| 34 | Carriage of Sand by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 200mtr |
| 35 | .Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 13Km |
| 36 | Carriage of stone aggregate upto 20 mm by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 500mtr. |
| 37 | .Carriage of cement by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of20Km |
| 38 | .Carriage of cement by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 200mtr |
| 39 | .Carriage of Steel by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of20Km |
| 40 | .Carriage of Steel by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 200mtr |
| 41 | Carriage of stone agg. 40mm and above by mechanical transport from nearest source to site of work including cost for loading and unloading & average distance of 13Km. |
| 42 | Carriage of Stone aggregate above 40mm (Crushed)by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 200mtr |
| 43 | Carriage of Soling stone/ boulders by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 13Km |
| 44 | Carriage of Soling stone/ boulders by head load from dumping place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 200mtr |
| 45 | Carriage of Brick from brich klin (to be identified by engineer in charge) by Mechanical Transport to site of work including cost for loading and unloading.for an av. distance of 30Km |
| 46 | Carriage of Brickfrom dumping place (to be identified by engineer in charge) by H.L to site of work including loading and unloadingfor an average distance of200mtr |
| 47 | Carriage of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter ofeffective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 (Ganderbal Kashmir sand )for slow sand filteration plant for an average distance of 350Km. |
| 48 | Carriage of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter ofeffective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 (Ganderbal Kashmir sand )for slow sand filteration plant by head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading for an average distance of 200mtr. |
| 49 | Carriage of filter media of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) including carriage from source to be indentified by Engineer Incharge for slow sand filteration plant.by Mechanical transport from source (to be identified by engineer in charge) to site of work / dumping place including loading and unloading for an average distance of 13Km |
| 50 | Carriage of filter media of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) including carriage from source to be indentified by Engineer Incharge for slow sand filteration plantby head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading for an average distance of 200mtr |
| 51 | .Carriage of crate by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of125Km |
| 52 | .Carriage of cement by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 200mtr |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
