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Tender For Construction Of 1No 3000 G.P.H Slow Sand Filtration Plant Of Water Supply Scheme Shergarhi Gupabpura Under Jjm., gulabpura-Jammu And Kashmir

Irrigation And Flood Control Department-IFCD has published Tender For Construction Of 1No 3000 G.P.H Slow Sand Filtration Plant Of Water Supply Scheme Shergarhi Gupabpura Under Jjm.. Submission Date for this Tender is 28-04-2023. Sand Filter Tenders in gulabpura Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

37031467
Corrigendum : Tender For Construction Of 1No 3000 G.P.H Slow Sand Filtration Plant Of Water Supply Scheme Shergarhi Gupabpura Under Jjm.
Open Tender
Indian
Jammu And Kashmir
gulabpura
28-04-2023

Tender Details

Construction Of 1No 3000 G.P.H Slow Sand Filtration Plant Of Water Supply Scheme Shergarhi Gupabpura Under Jjm.

Corrigendum Details

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
4 15-Apr-2023 Dates extension 15-4-2023 Date 19-04-2023
5 19-Apr-2023 Dates extension 19-4-2023 Date 25-04-2023
6 25-Apr-2023 Dates extension 25-4-2023 Date 28-04-2023

Key Value

Document Fees
INR 5000 /-
EMD
INR 50000.0 /-
Tender Value
INR 62.04 Lakhs /-

BOQ Items

Name of Work:Construction of 1No 3000 G.P.H Slow Sand Filteration Plant of Water Supply Scheme Shergarhi Gupabpura under JJM.
Sl. No. Item Description
1Earth 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.
2Providing 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)
3Providing 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)
4Providing 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.
5Providing 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.
6Providing 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
7Steel 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
8Centering and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns .
9Centering and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
10Centering 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.
11Edges of slabs and breaks in floors and walls under 20 cm wide
12Steel 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
13Providing and fixing 32 mm dia G.I Pipe for railing
14Supply 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.
15Providing, 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.
16Providing ,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)
17Providing ,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)
18Providing 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
19Providing 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
20Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work
21Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
22Carriage Shergarhi Gulabpura
23Carriage of Sand 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 40.0km by MT and 10.0km by HL
24Carriage 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 465.0km by MT and 8.0km by HL
25Carriageof 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 40.0km by MT and 10.0km by HL
26Carriage 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 115.0km by MT and 8.0km by HL
27Carriage 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 115.0km by MT and 8.0km by HL
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