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Tender For Provision Of Pocket Type Stp At Hq 121 (I) Inf Bde Of The Kargil Mil Stn Under Ge Kargil, kargil-Jammu And Kashmir

Military Engineer Services-MES has published Tender For Provision Of Pocket Type Stp At Hq 121 (I) Inf Bde Of The Kargil Mil Stn Under Ge Kargil. Submission Date for this Tender is 20-05-2024. Sewage Treatment Plant Tenders in kargil Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

43263959
Tender For Provision Of Pocket Type Stp At Hq 121 (I) Inf Bde Of The Kargil Mil Stn Under Ge Kargil
Open Tender
Indian
Jammu And Kashmir
kargil
20-05-2024

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Tender Details

Tender For Provision Of Pocket Type Stp At Hq 121 ( I ) Inf Bde Of The Kargil Mil Stn Under Ge Kargil

Key Value

Document Fees
INR 500 /-
EMD
INR 67946.0 /-
Tender Value
INR 33.97 Lakhs /-

Attachment

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Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work : PROVISION OF POCKET TYPE STP AT HQ 121 (I) INF BDE OF THE KARGIL MIL STN UNDER GE KARGIL
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in ordinary rock including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-Charge.
2All as per Srl item No. 1.00 above but depth exc 1.50m but not exc 3.0m, complete all as specified & directed.
3All as per Srl item No. 1.00 above but depth exc 3.00m but not exc 4.50m, complete all as specified & directed.
4Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 Sqm on plan and n.exc1.5 m in depth and getting out in hard dense soil, complete all as specified & directed.
5M&L PCC (1:3:6) type D-2 using 40mm graded stone aggregate as infoundations, mass filling, sub base and the like all as specified.
6Supply, intallation and commissioning of Package Sewage Treatment Plant System make sintex (Model : PSTP-NBF-25KLD) of Capacity 25 KLD including complete package of (a) 25 KLD STP made of FRP of size approx 6785 mm (L) x 2430 mm (Dia) with inbuilt standard man holes & manhole cover size 550 mm (b) making internal leak -proof pipe connections inside the Package STP tanks (c) provision of inlet, outlet, vent & blower pipe within the tank (d) supply and fixing of necessary FRP straps, eye bolt, wire lock, wire rope & turn buckle for anchoring (e) supply and fixing of factory made deadmans (concrete blocks to counter buoyancy) (f)supply and fixing of one no sludge recirculation pump submersible pump capacity 9 cum/hr, motor 1 hp (will run only 20-30 min per day) (g) supply and fixing of air blowers 2 nos 1 working and 1 standby twin lobe blowers, working pressure: 0.3 kg/cm2, motor 2 hp, blower pipe: 3" (h) supply and fixing of PVC pipesreturn sludge pipe: 2", inlet-outlet pipe: 6", interconnection pipe: 6"(i) supply and fixing Air vent nozzle MOC-PVC-size: 2". System components of Sintex package type STP shall include: (a) Solid Seperation Zone (b) Aeration zone (c) Floating media (d) Air blowers (Twin lobe type) (e) Final sedimentation zone (f) sludge recycling pump (g) control panel (h) inbuilt manholes with covers (i) Material for anchoring the tank including FRP straps & RCC deadman.The tank should not buckle or rupture/deform with a minimum Load 2.25 meters of wet soil cover. Supply and fixing of weather proof control panel of adequate size and gauge as per manufacturer/ EIC approved specification to operate pumps and blowers. The entire STP system to be guaranteed for a period of 12 month from the date of commissioning. Scope of work includes testing and commissioning of 25 KLD FRP tank as per the drawing and size of the tank.
7Item No. 6.00 (Contd..) The Tank should be laid at an adequate depth below the sewage pipe at the site. The tank shall be installed exactly as per the approved installation drawing issued by the FRP Tank manufacturer. Scope also includes the pump electrical connections and piping uptil an advised point outside the tank. Rate also includes the following :- (a)Guidance, verification and unloading of FRP tanks & RCC Deadman in the excavated pit. (b)Guidance on tying up of FRP Straps over tank to RCC Deadman with help of turn buckle, eye bolt, wire lock and lowering in pit with the help of Hydra. (c)Guidance and back filling of excavated pit with aggregate of specified size. (d)Connection of sewage pipe outlet to STP inlet. (e)Connection of blowers and return sludge pump with control panel. (f)Making pipe arrangement for aeration through blowers and arrangement of sludge return through return sludge pump. (g) Demonstration of working of system through trial run with sewage/ fresh water. (h)To provide bar screen (SS-304) with 10mm opening size at Last man hole.
8M&L for Precast cement concrete type-C-1 block masonary with solid blocks 1:3:6 (using 20mm graded crushed stone aggregate) exc. 10cm in width and setting in cement mortar (1:6), complete all as specified and directed by Engr-in-Charge.
9M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter surface finished fair complete all as specified & directed.
10M&L for providing Cement concrete in surface channels and drains (1:3:6) type C2 using 40mm graded stone aggregates, complete all as specified and directed by Engr-in-Charge.
11M&L for Mild steel TMT bars 6mm dia and over upto & including 8mm dia in slab, complete all as specified & directed.
12M&L rendering 15mm thick cement plaster in cement mortor (1:6) finished even & smooth withoutusing extra cement on brick/concrete surfaces.
13M&L rendering 15mm thick cement plaster in cement mortor (1:4) finished even & fair without using extra cement on brick/concrete surfaces.
14Supply only Liquid water proofing compound, complete all as specified & directed.
15M&L for two coats of oil bound distemper on newly plastered surfaces of walls over a coat of primer including preparation of surfaces.
16M&L for two coats of cement based paint on newly plastered surfaces of walls over a coat of primer including preparation of surfaces.
17Supply & fixing MS Steel work Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. using Fe-410- W(Gde-E-250) quality- B, complete all as specified and directed.
18Supply & fixing MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk)forming holes with riveted, bolted or welded attachment Fe-410- W(Gde-E-250) quality- B, complete all as specified and directed.
19Supply & fixing Mild steel bolts exc 12mm but n.exc 20mm dia of neck purpose made with hexagonal or square head one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut exc 30cm long, complete all as specified and directed.
20Supply & fixing Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified & directed.
21Supply & fixing steel ventilator with top hung shutter including hinges, steel peg stay, complete all as directed.
22Supply & fixing 4mm thick sheet glass ordinary quality and glazing fixed with oil putty in square not exc 0.5 Sqm in each pane, complete all as specified and directed.
23M&L for hardcore with broken stone or boulders of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface, complete all as specified & directed.
24M&L for 100 mm thick plain cement concrete 1:3:6, type C-2 (using 20mm graded stone aggregate) as in subbase to flooring and as in plinth protection without using extra cement, complete all as specified & directed.
25M&L for machine cut kota stone slab flooring 20mm-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete incl 20mm thick screed bedin CM 1:4, complete all as specified and directed
26Supply & fixing 160 mm bore PVC (SWR) pipes single socketed,in any length with rubber ring joints, Bendslaid in trenches or in floors, complete all as specified and directed.
27Cutting into existing manholes for connecting new drains, making good to 150mm pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required.
28M&Lfor 75mm thick concrete bed to drain pipes in PCC (1:3:6) type D-2 (using 40mm graded crushed stone aggregate) including packing under and haunching against the sides of pipe after laid and tested for 150 mm bore, complete all as specified and directed by Engr-in-Charge.
29M&L for Reinforced cement concrete Type B0 1:2:4 (12.5mm graded aggregates) in slabs supported on walls, beams andcolumns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed.
30M&L for providing cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in coping, complete all as specfied and directed.
31Supply & fixing 35mm thick second class soft wood (KAIL) glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. divided into squares with plain, chamfered or rounded fitted with cut and mitred beads for securing glass, complete all as speicified and diretected by Engr-in-Charge.
32M & L preparation of wood or wood based surfaces of any description over 10cm width orgirth and applying twocoats of synthetic enamel paint over a coat of pink primer.
33Supply & fixing 2nd class softwood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied andfixed.
34Supply & fixing 35mm thick 2nd class softwoodplain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers supplied and fitted to chowkats.
35Supply & fixing 100mm long mild steel barrel tower bolts, stove enamelled black with bright bolt and fixed
36Supply & fixing 100mm long mild steel pressed handles, oval type, stove enamelled black
37Supply & fixing 100mm longbutthingesmedium weight, cold rolled mild steel, and fixed.
38Supply & fixing aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed.
39M&L for Loose filling with aggregates mix of size 4.5 mm and 12.5 mm, all as specified and directed by Engr-in-charge
40Returning filling in including spreading leveling, watering and well ramming in layers n.exc 25 cm in hard/dense soil, complete all as specified and directed.
41Removing excavated material exc 250 m but n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point, complete all as specified and directed.
42Surface dressing n.exc 15cm deep and getting out in hard/ dense soil all as directed.
43Excavating over arean.exc 1.5m in depth, for foundation, etc.,and getting out in hard/dense soil, complete all as specified and directed.
44All as per Srl item No. 42.00 but exc 1.5 m depth in hard/dense soil.
45M&L for hard core of broken bricks for loose filling using 63mm to 100 mm of size.
46M&L PCC (1:4:8) type D-2 using 40mm graded stone aggregate as infoundations, mass filling, sub base and the like all as specified.
47M&L for stone masonry walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, bulit in cement mortar 1:4, complete all as specified & directed.
48M&L for stone masonry walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work, complete all as specified & directed.
49M&L for cement concrete (1:3:6) using 20mm aggregate incills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs and the like including weathering,slightly rounded or chamfered angles and throating, as directed.
50M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick.
51M&L for formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit only shall be paid for under this item)
52M&L for precast cement concrete type B-1 (1:2:4) using 20mm graded stone aggregates as in lintels, landings, coverslabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 complete all as specified.
53M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, ending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified & directed.
54Supply & fixing framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc n.exc 10 kg each brackets, conforming to Fe-290 Gde-E-165
55Supply & fixing 75 mm bore PVC (SWR) pipes single socketed,inanylength with rubber ring joints fixed to walls, complete all as specified and directed.
56Supply & fixing 75 mm bore PVC (SWR) vent cowl, complete all as specified and directed.
57Supply & fixing PVC (SWR) pipes 110mm single socketed, in any length with rubber ring joints, laid in trenches or in floor.
58Supply & fixing PVC (SWR) bend pipes 110mm with or without access door fixed complete.
59Returning filling in including spreading leveling, watering and well ramming in layers n.exc 25 cm in hard/dense soil, complete all as specified and directed.
60Removing excavated material n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point, complete all as specified and directed.
61Note : Deduction for amount of Rs 0.00 as listed in Schedule A Part - II ( Schedule of Credit) shall be made while awarding of contract.
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