Irrigation And Flood Control Department-IFCD has published Tender For Construction Of 2Nos 5000 Glns Gph Slow Sand Filtration Plant At Water Supply Scheme Mahore And Water Supply Scheme Shajroo Under Jjm. Submission Date for this Tender is 13-04-2023. Sand Filter Tenders in mahore Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 04-Apr-2023 | Dates extension 4-4-2023 | Date | 07-04-2023 |
2 | 07-Apr-2023 | Dates extension 7-4-2023 | Date | 10-04-2023 |
3 | 10-Apr-2023 | Dates extension 10-4-2023 | Date | 13-04-2023 |
Sl. No. | Item Description |
1 | Earth work in bulk excavation by manual/mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil. |
2 | 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 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
3 | 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) |
4 | Providing and laying in position weigh batched design mix M-30 grade cement concrete for reinforced cement concrete work with weigh batcher attached with concrete mixer with or without hopper at site of work, using cement content as per approved design mix,but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete including curing , improve workability without impairing strength and durability as per direction of Engineer-incharge. All works upto plinth level. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. |
5 | Providing and laying in position weigh batched design mix M-30 grade cement concrete for reinforced cement concrete work with weigh batcher attached with concrete mixer with or without hopper at site of work, using cement content as per approved design mix,but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete including curing , improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V level. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. |
6 | Providing and laying in position weigh batched design mix M-25 grade cement concrete for reinforced cement concrete work with weigh batcher attached with concrete mixer with or without hopper at site of work, using cement content as per approved design mix,but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete including curing , improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. a) All works upto level V |
7 | 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-500 or more |
8 | Centering and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns . |
9 | Centering and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms. |
10 | Centering and shuttering including strutting, propping etc and removal of form forwalls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
11 | Edges of slabs and breaks in floors and walls under 20 cm wide |
12 | Steel work welded in built up sections/ framed work ,including cutting/hoisting fixing in position including priming coat of approved steelprimer using structural steel etc. as requiredin grantings, frames , guard bar, ladder, railings, brackets, gatesand similar works Angle iron 40x40x6 |
13 | Providing and fixing 32 mm dia G.I Pipe for railing |
14 | 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. |
15 | 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. |
16 | Providing ,Laying, fitting, of G.Ipipe includinglabour for jointing, fixing of pipe specialsas per IS specifications including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge. 100mm dia(M) |
17 | Providing ,Laying, fitting, of G.Ipipe includinglabour for jointing, fixing of pipe specialsas per IS specifications including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge. 80mm dia(M) |
18 | Providing and fixing of sluice valve confirming to IS:780 read with upto date ammendments standard make meant for Pipe gallery in filter beds required to operated from operating planteform height 4.5m, hence suitable opearation to be provided the job includes, providing and fixing fubrication of tail pieces as per site reguirements including nuts, bolts, rubber, insertions. the sluice valve shoud be fitted with extension rod pedstals etc. (Filter bed inlet & outlet and sludge clearance ) 100mm dia |
19 | Providing and fixing of sluice valve confirming to IS:780 read with upto date ammendments standard make meant for Pipe gallery in filter beds required to operated from operating planteform height 4.5m, hence suitable opearation to be provided the job includes, providing and fixing fubrication of tail pieces as per site reguirements including nuts, bolts, rubber, insertions. the sluice valve shoud be fitted with extension rod pedstals etc. (Filter bed inlet & outlet and sludge clearance ) 80mm dia |
20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work |
21 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm |
22 | Carriage WSS Mahore |
23 | Carriage of Sand upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 34.0km by MT and 3.0km by HL |
24 | Carriage of stone aggregate upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 34.0km by MT and 3.0km by HL |
25 | Carriage of 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.and stone aggregate upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 425.0km by MT and 3.0km by HL |
26 | Carriageof graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) including carriage by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 34.0km by MT and 3.0km by HL |
27 | Carriage ofCementfrom division head quarterf by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 75.0km by MT and 3.0km by HL |
28 | Carriage ofsteelfrom division head quarter by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 75.0km by MT and 3.0km by HL |
29 | Carriage Shajroo |
30 | Carriage of Sand upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 50.0km by MT and 5.0km by HL |
31 | Carriage of stone aggregate upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 50.0km by MT and 5.0km by HL |
32 | Carriage of 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.and stone aggregate upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 445.0km by MT and 5.0km by HL |
33 | Carriageof graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) including carriage by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 50.0km by MT and 5.0km by HL |
34 | Carriage ofCementfrom division head quarterf by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 95.0km by MT and 5.0km by HL |
35 | Carriage ofsteelfrom division head quarter by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 95.0km by MT and 5.0km by HL |
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