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Plwss Thalli To Satlog And Its Adjoining Villages Of Gp Thalli And Shakra In Tehsil Karsog, Distt. Mandi ( Hp ) ( Sh:- C / O Intake Structure For Submerssible Pump, C / O Rcc Sed. Tank Of 35000 Ltr Cap, C / O Rcc Slow Sand Filter Bed 81.20 Sqm 2 Uni, tehsil-Himachal Pradesh

Irrigation And Public Health Department has published Plwss Thalli To Satlog And Its Adjoining Villages Of Gp Thalli And Shakra In Tehsil Karsog, Distt. Mandi ( Hp ) ( Sh:- C / O Intake Structure For Submerssible Pump, C / O Rcc Sed. Tank Of 35000 Ltr Cap, C / O Rcc Slow Sand Filter Bed 81.20 Sqm 2 Uni. Submission Date for this Tender is 04-07-2022. Submersible Pump Tenders in tehsil Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

32840395
Plwss Thalli To Satlog And Its Adjoining Villages Of Gp Thalli And Shakra In Tehsil Karsog, Distt. Mandi ( Hp ) ( Sh:- C / O Intake Structure For Submerssible Pump, C / O Rcc Sed. Tank Of 35000 Ltr Cap, C / O Rcc Slow Sand Filter Bed 81.20 Sqm 2 Uni
Open Tender
Indian
Himachal Pradesh
tehsil
04-07-2022

Tender Details

Plwss Thalli To Satlog And Its Adjoining Villages Of Gp Thalli And Shakra In Tehsil Karsog, Distt. Mandi ( Hp ) ( Sh:- C / O Intake Structure For Submerssible Pump, C / O Rcc Sed. Tank Of 35000 Ltr Cap, C / O Rcc Slow Sand Filter Bed 81.20 Sqm 2 Unit 40.60 Sqm Each, C / O Rcc Sump Well Cum Clear Water Tank Of 35000 Ltr Cap, C / O Rcc Circular Main Storage Tank Of 65000 Ltrs Cap, C / O Rcc Circular Sector Storage Tank 10000 Ltr Cap=02 Nos, C / O Pump House Cum Attendant Roomand Providing Electricalinstallation To Pump House

Key Value

Document Fees
INR 800 /-
EMD
INR 76818.0 /-
Tender Value
INR 46.21 Lakhs /-

BOQ Items

Name of Work:-PLWSS Thalli to Satlog and its adjoining villages of GP Thalli and Shakra in Tehsil Karsog, Distt. Mandi (HP) (SH:- C/O Intake Structure for submerssible pump, C/O RCC Sed. tank of 35000 ltr cap, C/O RCC Slow sand filter bed 81.20 sqm 2 unit 40.60 Sqm each, C/O RCC Sump well cum clear water tank of 35000 ltr cap, C/O RCC Circular main storage tank of 65000 ltrs cap, C/O RCC Circular sector storage tank 10000 ltr cap=02 Nos, C/O Pump House cum attendant roomand Providing Electricalinstallation to pump house).
Sl. No. Item Description
1Excavation in foundations trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soilblasting work andchiseling /wedging out of rockswhere blasting work is prohibited up all depth and lifts including pumping and baling out water where ever requared stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated material within all leads and lifts, useful materials available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in-Charge
2Providing and laying cement concrete 1:3:6(1cement:3sand:6graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts:
3Foundation and Plinth.
4Providing and laying cement concrete in M30 grade but not leaner than 1:1:2 (1 cement:1 sand:2 graded stone aggregate of 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:
5Foundation and Plinth.
6Walls (any thickness) but not less than 0.10 mtrs thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.
7Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:
8i) Beams,cantilivers,girders and lintels sides and soffits of beams,beam haunchings, cantilivers , Pillar, Pedestal bressummers and Inlets not exceeding 1 metre in depth.
9Foundation and Plinth.
10iii) Walls ( any thickness) portions and the like including attached pilaster, butresses plinth and string course and the like.
11iv)Suspended floors, roofs, landings, shelves and their supports balconies, beams, girders, bressumers and cantilivers etc inin all leads an lifts of any shape.
12Placing& Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two levelincluding all leads and lifts.:
13Providing & Laying cement concrete 1:2:4 (1 cement:2 sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement in:
14a) Foundation, footings & bases of columns and the like mass concrete with in all leads and lifts complete in all respect.
15b) Suspended floors,roofs, landings, shelves and their supports balconies, beams and girders, bressummers and cantilivers etc in all leads and lifts of any shape.
16Providing form work with steel plate 3.15 mm thick welded with angle iron 30x30x5 mm so as to give a failr finish including centering, shuttering propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc. and plain conc work in:-
17(a) Foundation, footings,basis of columns & the like and mas concretein all leads and lifts.
18(b) Beam,Cantiliver, girders and lintels sides and soffits of beam, beam haunchings cantilivers, girders, bressummers and lintels not exceeding 1 mtrs in depth in all leads and lifts.
19(c) Vertical surfaces such as walls (any thickness) portions and the like including attached pilaster buttresses, plinth and string course an the like.
20(d) Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc upto floors etc upto 200 mm in thickness.
21Providing form work of ordinary timber plankings so as to give a rough finish i/c centering, shuttering propping etc height of propping an centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete work in :-
22(a) Arches, domes, baults up to all span in all leads and lifts.
23Laying, jointing and tesnting in trenches, GMS tubes (MG) tube fittings(earth work to be paid separately).
24i) Inlets pipe 50 mm dia
25ii) Outlets pipe 50 mm dia
26iii) Scour pipe65 mm dia
27iv) Inlet pipe 100 mm
28v) Out let pipe 100 mm
29vi) Scour pipe 100 mm dia
30Providing and fixing cast iron sluice valve as per IS 14846 of nominal pressure an designation PN-1 with cap: Leader Make with flane table-5.
31i)Supply valve 50 mm dia
32ii) Scour Valve 65 mm dia
33iii) Supply Valve 100 mm dia
34iv) Scour valve 100 mm dia
35Steel work welded in built up section trusses and frammed work i/c cutting hoisting fixing in position and applying a priming coat of red lead paint in grafting frammed guard bar ladder railing brackets and similar works in all leads and lifts.
36Providing and fixing wire gauge ventilator in all leads and lifts.
37Manufacturing, Supplying, Fabrication andFixing of MS Fabricated Protection Panel 750 mm x750mm made with MS Angle 40 x40x4mm for frame, MS flat 30x30x3mm for cover MS flat 25 x 5mm forfixing of sliding door bolt and MS sheet 12 gauge, 2.5 mm thick for protection of manhole cover ofstorage tanks including the cost of cutting and welding of MS angle and in RCC Slab by drilling hole in MS angle & in RCC Slab, Provision for providing and fixing slidinig door bolts 300x60 mm MS hadle 100 mm, lock and applying cost of red lead paint and painting two coats with steel paint firoza blue complete job in all respect in leads and lifts and to the entire satisfection of the Engineer-in-Charge.
38Providing and fixing precast concrete manhole cover & frame confirming to IS 12593-1988 part-I and IS 12592-1991,part-II 560 mmdia medium duty.
39Providing and fixing precast concrete manhole cover & frame confirming to IS 12593-1988 part-I and IS 12592-1991,part-II 500 mmdia medium duty.
40Brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 (1 cement:6 sand).
4115 mm cement plaster in single coat on the rough side of Brick/stone/concrete wal for interior plastering up to floor two level i/c arrises, internal rounded angles, chamfers and /or rounded angles not exceeding 80 mm in girth and finished even and smooth in CM 1:6 (1 cement:6 sand)
42Random Rubble masonry /polygonal rubble masonary (un coursed /brought to courses ) with hard stone of approvedquality in foundation and plinth including leveling up with cement concrete 1:6:12(1cement: 6sand: 12graded stone agg.20mm nominal size) in plinth level in cement mortor 1:6 (1cement:6 sand)
43Providing and laying cement concrete 1:6:12 ( 1 cement:6 sand: 12 graded stone aggregate of 40 mm nominal size) and curing complete excluding cost of form work including all leads and lifts a) Foundation and plinth
44Providing and fixing manually operated chain pully of cap 5 tonne i/c gantary girders as per latestspecifications complete in all respect.
45Laying, jointing and testing in trenches, GMS tubes (LG) tube fittings (earth work to be paid separately) 50 mm dia
46Providing and fixing Gun metal wheel valve with wheel 50 mm nominal bore
47Providing and placingin horizental layers filtering media duty graded, screened cleaned and washed a per specified in all respect as per direction & to the entire satisfection of Engineer-in-charge. Upto all leads and lifts.
48a) Top layer: Fine sand ( Eff. Size 0.20 mm to 0.40 mm & unifomity coefficient 2.00 to 3.00)
49b) 2nd layer: Course sand 3 mm to 6 mm.
50c) Third layer: Bazri 6 mm to 20 mm.
51d) Fourth layer: Bazri 20 mm to 25 mm.
52e) Bottom layer: Broken stone 50 mm to 75 mm.
53Providing and placing 2nd class standrad bricks in filter bed in two layers so as to make cross drains as per direction of Engineer-in-charge.
54Providing and fixing panelled glazed or panelled an glazed shutters for doors , windows & clearstory windows i/c black enamelled iron butt hinges with necessary screws: 40 mm thick 2nd class deodar wood with in all leads and lift.
55Half brick masonry in common burntclay building bricks in: cement mortor 1:4 ( 1 cement:4 sand). 2nd class
56Pointing on Brick work with cement mortor 1;3 (1 cement:3 sand) raised and cut with in all lead and lift.
57Providing and laying brick tiles over mumfy roofs grouted with cement mortor 1:3 ( 1 cement:3 sand)over a 12 mm layer of CM 1:3 ( 1 cement:3 sand) and finished neat with in all leads and lifts complete in all respect.
586 mm cement plaster to ceiling in CM 1:3 (1 cement:3 sand).
5920 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up tofloor 2 level including arrises, internal rounded angles. Chmafers and or rounded angles not exceeding 80 mm in grith and finished even and smooth with in all leads and lifts in C:M (1 cement: 6 sand).
60Providing & Fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plaingrills.
61Providing and Fixing wire gauge shutters using galvenised M.S. wire gauge of I.S. gauge designation 8 S. G. with wire of dia 0.56 mm for doors, windows i/c bright finished black iron enamelledburtt hinges with necessary screws 30 mm thick (2st class deodar wood)with in all leads and lifts complete in all respect.
62Boulder filling behind theretaining wall floor with in all leads and lifts complete in all respect.
63Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement:3 sand:6 graded stone aggregate 20 mm nominal size) with in all leads and lifts complete in all respect.
64Constructing coursed rubble hammer dressed U shaped open surface drain with side wall 15x22 cm in cement mototr (1;6) (1 cement: 6 sand) and inside plastering with cement mortor 1:3 (1 cement : 3 sand) i/c earth work and laying 10 cms cement concrete in 1:5:10 ( 1 cement : 5 sand 10 graded stone 40 mm nominal size)and7.5 cmscement concrete 1:2:4 (1 cement : 2 sand 4 graded stone 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design with in all leads and and lifts complete in all respect.
65White washing with lime on undecorated wall surfae two coat to give even shade i/c throughly brooming the surfae to remove all dirt,dustand other foreign matters.
66Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surfaces to give an even shade sand papered smooth.
67Finishing wall with water proofing cement paint of approved brand and manufacturing(two coats) brushingto give an evenshade i/ccleaning of oil dirt, dust and other foreign matters, and papering and knotting etc. with in all leads and lifts complete in all respect.
68Providing and fixing anodised MS sliding doorboltswith bolts and nuts screw etc complete.
69300 * 16 mm
70Providing and fixing anodised MS towerbolts ( barrel type)with screws etc. complete.
71250 *10 mm
72Providing ad fixing anodised MShandleswithnecessary screws etc. complete.
73100 mm
74Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink.
75Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paintto give an even shade including cleaning the surface of dirt ,dust and other foreign matters sand papering and stopping with enamel paint other than white.
76Precast terrazzo tiles hydrauliuc compressed 20 mm thick with marble chips of specified size in flooring cement mortar 1:6 (1 cement :6 sand ) joined with neat cement slurry (Dark shade).
77Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges, jump lock jamb,beed and if required angle threshold of mild steel angle of section 50x25 mm or base tiles of 1.25 mm pressed mild steel welded or regidly fixed together by mechanical means, adjustabel lugs with spilt and tails to each jamb including steel but things 2.5 mm thick with gaurds, lock strike plate and shock as specified and applying a coat of apprved steel primer after pretreatmetn of the surface as directed by Engineer-in-chage.
78Wiring for light point/fan point/exhaust fan/ call bell point with 1.5 Sqmm PVC insulated heat resistant flame retardant(HRFR) and low smok singal core (Flexible) copper condector cable in PVC casing and caping and earthing the light point with 1.5mm HPFRLS/ PVC insulated single core coper conductor cable as required.
79Wiring for circuit/sub-man with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required.
802x1.50 Sq mm
812x4.oo Sq mm
82Supplying and fixing 3 pin 5/6 amps socket outlet on the exists switch box/covers including connections etc as required.
83Supplying and fixing 2 way 5/6 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connections etc. as required.
84Supplying and fixing of 3 pin15/66 amps Socket outlet on the exists switch box on the switch box/cover including connections etc as required.
85Supplying and fixing 2 way 15/16 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connections etc. as required.
86Supplying and fixing wooden boxes of following size (nominal size) on surface or in recess suitable for fixing phenollic laminated sheet cover in front including painting etc. as required:-
87229mm x 102mm x 60mm deep.
88203mm x 152mm x 60mm deep.
89Supplying and fixing ceilling fan rose on existing juction box wooden block ic connection etc as required.
90Supplying and fixing plain pandent with 16/20 mm twin twiste, flexible PVC insulated copper cable and backlite pendent holder i/c connection etc as required.
91Supplying and fixing of 5 amps to 32 amps rating 240 volts L series miniature circuit breaker of following poles in the exsiting MCB DB complete with connection testing and commissioning etc as required Cat A (single pole).
92Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus-bar, wire-set, neutral link, earth bar, din-bar, detachable gland plate, blanking plate cable, identification labels inter connection, phosphatized and powder painted, including earthing etc. as required busbar 8 way.
93Supplying and fixing following rating double pole 240 volts ioslater in the existing MCB DB complete with connection testing and commissioning etc. as required (63 amp CAT-A).
94Providing, installation, testing and commissioning fo celling fan with regulator, icluding wiring the down rods of standard length (up to 30 cm) with 1.5 sqmm PVC insulated copper conductor single core cable etc as required ceilling fan 1400mm sweep category A
95Providing and fixing ultra slim decorative extruded box fixture with domestic electronic ballast, snap-on installers, suitable for 28 watt FTL (T5), complete with all accessories (including one No. T-5 Tube), connections, testing and commissioning etc. as required 1x28 watt-FTL (T5) (Category-A)
96Providing and fixing LED Flood light watt mentioned blow (OREVA) complete in all respect in all leads and lifts.
97Providing and fixing two core service wire 6 Sqmm thick.
98Errection of all equipments from S.No. 1 to 4, 6 & 8i/c cost of tees, bends tapers & anyother fittings required as per site conditions& as per directions of Engineer-in-Charge.
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