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Tender For Construction Of 1No. Pump Room Building, 3 Nos. 10000 Glns Gsr/Sump Tank, 01 No. 20000 Glns Sump Tank/Gsr, 02 Nos. Chain Link Fencing, 01 No. Boundary Wall And Pipe Laying Under Wss Chanoori (Jjm), samba-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Construction Of 1No. Pump Room Building, 3 Nos. 10000 Glns Gsr/Sump Tank, 01 No. 20000 Glns Sump Tank/Gsr, 02 Nos. Chain Link Fencing, 01 No. Boundary Wall And Pipe Laying Under Wss Chanoori (Jjm). Submission Date for this Tender is 09-01-2023. General Hardware Tenders in samba Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

35003211
Corrigendum : Tender For Construction Of 1No. Pump Room Building, 3 Nos. 10000 Glns Gsr/Sump Tank, 01 No. 20000 Glns Sump Tank/Gsr, 02 Nos. Chain Link Fencing, 01 No. Boundary Wall And Pipe Laying Under Wss Chanoori (Jjm)
Open Tender
Indian
Jammu And Kashmir
samba
09-01-2023

Tender Details

Construction Of 1No. Pump Room Building, 3 Nos. 10000 Glns Gsr / Sump Tank, 01 No. 20000 Glns Sump Tank / Gsr, 02 Nos. Chain Link Fencing, 01 No. Boundary Wall And Pipe Laying Under Wss Chanoori ( Jjm )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 08-Dec-2022 Corrigendum No. 01 Date 19-12-2022
2 20-Dec-2022 Corrigendum No. 02 Date 27-12-2022
3 28-Dec-2022 Corrigendum No. 03 Date 09-01-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 144260.0 /-
Tender Value
INR 72.13 Lakhs /-

BOQ Items

Work No. 01: Improvement of Water supply scheme Chanoori underJJM Components: 01 No. Pump Room,03 No. 10000 Gns GSR/Sump Tank, 01 No. 20000 glns GSR/Sump Tank, 02 No. Chain Link Fencing, 01 No. Boundary Wall and Pipe laying
Sl. No. Item Description
1Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed inall kinds of soils.
2Earth work inbulk excavation by Manualmeansover areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil
3Providing 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.)
4Providing 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.)
5Providing 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
6Providing an laying in position, cement concrete of specified grade excluding the cost of centering an shuttering all work up to plinth level (1:2:4(1 cement :2 course , sand 4 graded stone aggregate 40mm normal size.
7Providing and fixing of angle iron including cutting, hoisting 35x35x5 mm rest post
8Providing and fixing of G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthen with 2mm dia wire or nuts, bolts and washers as required complete made of G.I. wire of dia 4mm
9Providing 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.
10Providing 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.
11Extra 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.
12Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm)
13Reinforcement 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)
14Reinforcement 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 M-20 graded concrete 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)
15Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more
16Brick 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)
17Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
18Half 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)
19Extra for Half Brick work masonry in superstructure above plinth level upto floor V level
20Cement 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. complete40mm thick with 20mm nominal size stone aggregate
21Centring and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc.
22Extra for shuttering in circular work
23Centring 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.
24Extra for shuttering in circular work
25Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
26Extra for shuttering in circular work
27Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
28Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
29Edges of slabs and breaks in floors and walls Under 20 cm wide
30Steelworkweldedinbuiltupsections/framedwork,includingcutting, hoisting, fixing in position andapplying apriming coat of approvedsteel primer using structural steel etc. as required. Instringers,treads,landingsetc.ofstaircases,includinguseof chequered plate wherever required, all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
31Providing 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 primer all complete.Fixed to steel windows by welding
3215mmthick Cementplaster ontheroughsideofsingleorhalfbrickwallof mix:1 : 4 ( 1 cement : 4 coarse sand)
3312mmthick Cementplaster ontheroughsideofsingleorhalfbrickwallof mix:1 : 4 ( 1 cement : 4 coarse sand)
3412mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand)
35Extra for plastering on circular works
36Providing and mixing water proofing material ofapproved make in cement concrete work @ 1 kg per 50 kg of cement
37Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia.
38Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / over flow welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe.
39Providing and fixing S.C.I. S & S 100 mm dia bend
40Providing 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 flats 30x6mm for diagonal braces and central cross piece as in manhole cover on top of the dome/spring cover with locking arrangement.
41Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
42Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work
43Making 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
44Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 100 mm dia
45Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 80 mm dia
46Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 65 mm dia
47Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 50 mm dia
48Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth workG.I Pipe 40 mm dia
49Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 25 mm dia
50Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work G.I Pipe 20 mm dia
51Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work G.I Pipe 15 mm dia
52Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / over flow welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe.
53Providing & fixing CI Double Flanged manually operated Sluice Valve/ Chaek Valve(with cap wheels) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) 100 mm dia
54Providing and fixing 80mm dia C.I. 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)
55Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nominal bore
56Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm nominal bore
57Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
58Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
59Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
60Carriage ofstone aggregate (Crushed) upto 40-65 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 ofAverage5 km
61Carriage ofstone aggregate (Crushed) upto 40-65 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 ofAverage10 km
62Carriage of stone aggregate (Crushed) upto 40-65 mmby Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 600 mtr
63Carriage ofSand and stone aggregate ( Crushed) upto 20 mmby 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 ofAverage 5 km
64Carriage ofSand and stone aggregate ( Crushed) upto 20 mmby 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 ofAverage 10 km
65Carriage of Sand and stone aggregate (Crushed) upto 20 mm by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage600 mtr
66Carriage ofcement & steelfrom nearest market (to be identified by Engineer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 5 km
67Carriage ofcement & steelfrom nearest market (to be identified by Engineer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 10 km
68Carriage of cement by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage600 mtr
69Carriage of steel by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage600 mtr
70Carriage ofBricks 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 ofAverage20 km
71Carriage ofG.Ipipes from District/Divisional stores by Mechanical Transport tosite of work /dumping place (to be identified by engineer in charge) including cost for loading and unloading for an av. distance of60 km
72Providing and fitting concealed internal Electrification of roomincluding 4 Nos LED lights,Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch,5 Amp 2 no. sockets with switch - of approved brandand 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters.
73Providing & 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. The Job also includes writing with black paint on the storage tank depicting capacity and other feature of the OHT
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