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Construction, Testing And Commissioning Of 01 No. 2000Gph, 01 No. 1000Gph Cap. And Chain Link Fencing Around The Structure At Spots Of Wss Prabble Under Jjm, doda-Jammu And Kashmir

Public Health Engineering Department-PHED has published Construction, Testing And Commissioning Of 01 No. 2000Gph, 01 No. 1000Gph Cap. And Chain Link Fencing Around The Structure At Spots Of Wss Prabble Under Jjm. Submission Date for this Tender is 16-12-2022. General Hardware Tenders in doda Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

32906087
Corrigendum : Construction, Testing And Commissioning Of 01 No. 2000Gph, 01 No. 1000Gph Cap. And Chain Link Fencing Around The Structure At Spots Of Wss Prabble Under Jjm
Open Tender
Indian
Jammu And Kashmir
doda
16-12-2022

Tender Details

Construction, Testing And Commissioning Of 01 No. 2000Gph, 01 No. 1000Gph Cap. And Chain Link Fencing Around The Structure At Spots Of Wss Prabble Under Jjm

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 14-Jul-2022 Corrigendum No. 34 Date 29-07-2022
2 30-Jul-2022 Extension Date - 47 Date 27-08-2022
3 29-Aug-2022 Extension Date - 60 Date 26-09-2022
4 27-Sep-2022 Extension Date - 73 SSFP Date 20-10-2022
5 21-Oct-2022 Extension Date - 86 SSFP Date 19-11-2022
6 21-Nov-2022 Extension Date - 99 SSFP Date 16-12-2022
7 16-Dec-2022 Due Date Extended (16-12-2022) Admin Corrigendum Date Extend 17-12-2022

Key Value

Document Fees
INR 1000 /-
EMD
INR 50000.0 /-
Tender Value
INR 1.02 Crore /-

BOQ Items

Name of Work: Construction, Testing and Commissioning of 01 No. Slow Sand Filtration Plant 2000GPH Capacity, 01 No. Slow Sand Filtration Plant 1000GPH Capacity& Chain Link Fencing Around the Structure at Spot"s of Water Supply Scheme Prabble under Jal Jeevan Mission (JKSSR 2020)
Sl. No. Item Description
1Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in all kind of soil.
2Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in odrinary rock.
3Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40mm nominal size.
4Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20mm nominal size).
5Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
6Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying 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, improve workabilitywithout impairing strength and durability as per direction of Engineer-incharge..All works 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
7Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying 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, improve workability without impairing strength and durability as per direction of Engineer-incharge. 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
8Extra 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.
9Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth levelTMT bars.Fe 500.
10Centring and shuttering including strutting, propping etc.and removal of form work for foundation, footings, bares of column etc. for mass concrete.
11Centring and shuttering including strutting, propping etc.and removal of form work for walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses.
12Centring and shuttering including strutting, propping etc.and removal of form work for suspended floor landings roofs balconies and access platform.
13Centring and shuttering including strutting, propping etc.and removal of form work for edges of slabs and breaks in floors and walls (under 20cm wide).
1412mm thick cement plaster of mix 1:4 (1 : cement : 4 fine sand)
15Steel 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.(for resirvior)
16Providing and fixing 32mm dia G.I Pipe for railing
17Supply 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.
18Providing, 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.
19Providing ,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 (Medium).
20Providing ,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 (Medium).
21Providing 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.
22Providing 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.
23Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work.
24Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm.
25Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge made of G.I. wire of dia 4 mm.
26Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
27Fixing of angle iron posts in proper lie and level & fixing of back supports of flat iron 50 x 6mm with anglr iron supports.
28Providig and fixing barbed wire strings on top of Angle iron posts.
29Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like Cement mortar 1:6 (1 Cement : 6 coarse sand).
30Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete.
31Carriage ofCement & steelby Mechanical Transport including loading unoading & stacking from nearest market place (To be identified by engineer in charge) to road side of work at an average distance of 35 km.
32Carriage ofCement by Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 02 km.
33Carriage of Steelby Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 02 km..
34Carriage ofSand & stone aggrigate upto 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 45 km.
35Carriage ofSand & stone aggrigate upto 40mm nominal size (crshed) by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 02 km.
36Carriage of stone aggrigate above 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 45 km.
37Carriage ofStone aggrigate above 40mm nominal size (crshed) by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 02 km.
38Carriage 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 and stone aggregate upto 20mmby Mechanical Transport including loading unoading & stacking from Ganderbal (To be identified by engineer in charge) to road side of work at an average distance of 300 km.
39Carriage 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 and stone aggregate upto 20mm by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 02 km.
40Carriageof graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layersby Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 45 km.
41Carriageof graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 02 km.
42Carriageof stones by Manual means including loading unoading & stacking from source (To be identified by engineer in charge) to site of work at an average distance of 02 km.
43Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge.
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