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Tender For Creation Of Space For Installation Of Heat Pump With Allied Electromechnical Equipment For Hvac System To Be Installed In New Drug And Pharmacy Store At Skims, Soura., soura-Jammu And Kashmir

Public Works Department-PWD has published Tender For Creation Of Space For Installation Of Heat Pump With Allied Electromechnical Equipment For Hvac System To Be Installed In New Drug And Pharmacy Store At Skims, Soura.. Submission Date for this Tender is 01-11-2023. HVAC Tenders in soura Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

40223465
Corrigendum : Tender For Creation Of Space For Installation Of Heat Pump With Allied Electromechnical Equipment For Hvac System To Be Installed In New Drug And Pharmacy Store At Skims, Soura.
Open Tender
Indian
Jammu And Kashmir
soura
01-11-2023

Tender Details

Creation Of Space For Installation Of Heat Pump With Allied Electromechnical Equipment For Hvac System To Be Installed In New Drug And Pharmacy Store At Skims, Soura.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Oct-2023 Date Extension. Date 01-11-2023

Key Value

Document Fees
INR 1100 /-
EMD
INR 55968.0 /-
Tender Value
INR 27.98 Lakhs /-

BOQ Items

Name of Work:- Creation of space for installation of Heat pump with allied electromechnical equipment for HVAC system to be installed in New Drug and Pharmacy Store at SKIMS, Soura (Note:- Add GST applying multiplying factor 0.2127 multiplying factor 1.2127and deviding factor 1.2127)
Sl. No. Item Description
1Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
2Providing and laying of stone solling / boulders hand packed including all carriages upto site of work.
3Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: in 1:4:8 mix including all carriage.
4Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) ncluding all carriage.
5Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more
7Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. Welded
8Providing corrugated G. S. sheet roofing including vertical/curved surfacefixed with polymer coated J or L hooks, bolts and nuts 8mm diameter withbitumen and G.I limpet washers or with G.I. limpet washers filled withwhite lead, including a coat of approved steel primer and two coats ofapproved paint on overlapping of sheets complete (upto any pitch inhorizontal/vertical or curved surface)excluding the cost of purlins, raftersand trusses and including cutting to size and shape wherever required .0.63 mm thick with zinc coating not less than 275 gram/m2
9Providing ridges or hips of width 60cm overall width plain G.S. sheetsfixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I.limpet and bitumen washers complete. 0.50 mm thick with zinc coating not less than 275 gram/m2
10Providing and laying of stone boulders / GSB (Quarry / Nallah) in trenches including watering, ramming etc complete including all carriages.
11Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)ncluding all carriage.
12Providing and fixing G.I. chain link fabric fencing of required width inmesh 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
13Kota stone slab flooring 25 mm thick over 20mm (average) thick baselaid over and jointed with grey cement slurry mixed with pigment tomatch the shade of the slab, including rubbing, polishing and curingcomplete with base of cement mortar 1:4 (1 cement : 4 coarse sand) :
14Providng and fixing of hardware fittingsof approved make:-
15Aluminium Handle 150mm
16Aluminium Handle 200mm
17Hinges 75mm
18Hinges 100mm
19Mortice Lock
20Tower bolt 100mm
21Providing and fixing of wire mesh 1mm thick including c/o screws etc complete
22Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. 900 mm dia. R.C.C. pipe
23Constructing brick masonry chamber for underground C.I. inspectionchamber and bend with common burnt clay (non modular) bricks of classdesignation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I.cover with frame (light duty) 455x610 mm internal dimensions, totalweight of cover with frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominalsize),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 gradedstoneaggregate 40mm nominal size), inside plastering 12 mm thick withcement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc.complete as per standard design : Inside dimension 900x850x120Cm deep for single pipe line with three or more inlets
24Add GST applying factor 0.2127 multiplying factor 1.2127 and deviding factor 1.2127
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