Public Health Engineering Department-PHED has published Tender For Construction Of 1 No 20000 Gln Gsr ,Construction Of 4 No. 5000 Gln Gsr,Construction Of 2 No 10000 Gln Gsr, 3 Nos Pump Room,01 No. Anchor Block And Steel Rope Crossing, 01 No. Protection Work, 03 No.. Submission Date for this Tender is 05-04-2023. Ropes Tenders in rajouri Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 01-Apr-2023 | Due to Technical error | Date | 05-04-2023 |
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 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: Ordinary rock. |
3 | 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. |
4 | 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. Ordinary rock. |
5 | Providing and laying cement concrete 1:4:8 mix (1 cement:4 course sand :8 graded stone aggregate 40mm nominal size) incl. Curing but cxcl. Cost of form work |
6 | Providing and laying cement concrete 1:2:4 mix (1 cement:2 course sand :4 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work |
7 | Providing and laying cement concrete 1:3:6 mix (1 cement:3 course sand :6 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work |
8 | Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 mix (1 cement:2 course sand :4 graded stone aggregate 12.5mm nominal size) |
9 | 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 mix |
10 | Extra for brick work in superstructure above plinth up to floor V-level (by manual means) |
11 | Reinforced cement concrete work in beams, suspended floors, roof having slope up to 150,landings,balconies,shelves,chajjas,lintels,bands plain window sills, stair case and spiral stair cases up to floor V-level excluding the cost of centring, shuttering, finishing and reinforcement with 1: 1½:3 (1 cement:1½ course sand :3 graded stone aggregate 20mm nominal size) |
12 | Reinforcement 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) |
13 | 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. |
14 | 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 above plinth level upto floor five 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. |
15 | 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. |
16 | Reinforcement for RCC work incl. straightening, cutting Bending , placing in position and binding all complete.(cold twisted bars) |
17 | Centering and shuttering including strutting, propping etc. And removal of form work for. Foundation, footing, bases of columns etc. For mass concrete. |
18 | Extra for shuttering in circular work |
19 | Centering and shuttering including strutting, propping etc. And removal of form work for. Walls( any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
20 | Extra for shuttering in circular work |
21 | Centering and shuttering including strutting, propping etc. And removal of form work for. Lintels, beams, plinth beams, girders, bressumers and cantilevers |
22 | Extra for shuttering in circular work |
23 | Centering and shuttering including strutting, propping etc. And removal of form work for. Suspended floors, roofs, landings, balconies and access platforms. |
24 | Centering and shuttering including strutting, propping etc. And removal of form work for. Edges of slabs and breaks in floors and walls Under 20 cm wide |
25 | Centering and shuttering including strutting, propping etc. And removal of form work for. Arches, domes, vaults upto 6 m span |
26 | Extra for shuttering in circular work |
27 | 15mm cement plaster on rough side of single or half brick wall of mix 1:4 mix (1 cement:4 course sand ) |
28 | Extra for plastering on circular work not exceeding 6m in radius: In one coat |
29 | Cement concrete flooring 1:2:4 (1 cement:2 course sand:4 graded stone aggregate ) finished with a floatingofneat cementincl. cement slurry. 40mm thick with20mm nominal size stone aggregate |
30 | Providing and mixing water proofing material in cement concrete work @ 1 Kg Per 50 Kg of cement bag |
31 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm 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 |
32 | Structural steel work in built up sections, trusses & framed work incl. cutting hoisting, fixing in position & applying a priming coat of approved steel primer all complete. (Welded) |
33 | Fixing 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. |
34 | Structural steel work 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 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works ( forGate ,ladder and Manhole cover) |
35 | Providing 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 |
36 | Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade on new work. (two or more coats applied @3.84 Kg/ 10sqm.) |
37 | 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. |
38 | Painting with synethic enemal paint of approved brand and manufacture to give an even shade ( two or more coats on new work) |
39 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement:3course sand :6 graded stone aggregate 20mm nominal size) over 75mmbed of brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
40 | Supply of stones( nallah 225mm nominal size) |
41 | Dumping stones on horizontal on level (excld. Supply of stones) |
42 | Provision for electric fitting including undergournd conduit pipes, wiring, steel boxes and switches for 4 No light point (internal) with holder and LED bulbs and external 4 Nos with halogen/Led lights (external grade) including service line (complete job). |
43 | Providing & 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. |
44 | Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS 13592 type A including jointing with seal ring conforming to IS5382 leaving 100mm gap for thermal expension 75mm diameter. |
45 | Providing & 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) |
46 | Providing and fixing S.C.I S & S 100mm dia bend. |
47 | Providing and fixing Slotted Cow (Terminal Guard) S.C.I S & S. |
48 | Providing and fixing GI 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 GI wire of dia 4mm) |
49 | Providing steel rope crossing including cost of steel rope , U-Clamp, iron clamp/ hooks , labour charges for stretching the steel in position, hire charges of chain pully along with operator, laying and fitting of G.I. pipes all complete job. |
50 | Laying 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 |
51 | Laying 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 20mmf |
52 | Laying 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 25mmf |
53 | Laying and fitting of HDPE 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 32mmf |
54 | Laying 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 32mmf |
55 | Laying and fitting of HDPE 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 40mmf |
56 | Laying 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 40mmf |
57 | Laying and fitting of HDPE 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 50mmf |
58 | Laying 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 50mmf |
59 | Laying and fitting of HDPE 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 63mmf |
60 | Laying 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 65mmf |
61 | Laying and fitting of HDPE 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 75mmf |
62 | Laying 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 80mmf |
63 | Laying 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 100mmf |
64 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end). 20 mm nominal bore |
65 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end). 25 mm nominal bore |
66 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end). 32 mm nominal bore |
67 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end). 40 mm nominal bore |
68 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end). 50 mm nominal bore |
69 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end). 65 mm nominal bore |
70 | Providing 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) |
71 | Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessarories including making arrangements for electric supply/arrangement for Generator etc complete |
72 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. 25 to 40 mm nominal bore |
73 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. 50 to 80 mm nominal bore |
74 | Providing & Fixing brass bib cock of approved quality 15 mm nominal bore |
75 | Dismentling of Bitumen course by manually/mechanically means and disposal of dismanttled material lead upto 50mtr and laying of B.T surface with 25mm rhick top layer after laying of pipe as per instructions of site Engineer (Complete job) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge Bituminous road. |
76 | .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 of 40Km |
77 | .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 2000mtr |
78 | .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 of 40Km |
79 | .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 2000mtr |
80 | .Carriage of stone aggregate (Crushed) below 40 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 of40Km |
81 | .Carriage of stone aggregate (Crushed) below 40 mm by Head Load from dumping site (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of2000mt |
82 | 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 40Km. |
83 | 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 of2000mtr |
84 | .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 of40Km |
85 | 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 2000mtr |
86 | 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 40Km |
87 | Carriage of Brickfrom dumping place (to be identified by engineer in charge) by Head Loadto site of work including loading and unloadingfor an average distance of2000mtr |
88 | Carriage of Soling stone/ boulders by head load from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 1000mtr |
89 | Carriage of G.I pipes from store by Mechanical transport to dumping place including cost of loading and unloading for an average distance of 180Km |
90 | Carriage of G.I pipes by Head Load from dumping place to site of workincluding loading and unloading for an average distance of 2000mtr |
91 | Carriage of HDPE pipes from store by Mechanical transport to dumping place including cost of loading and unloading for an average distance of 180Km |
92 | Carriage of HDPE pipes by Head Load from dumping place to site of workincluding loading and unloading for an average distance of 2000mtr |
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