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Up-Gradation Of Existing College Building To Model Degree College At Rekong Peo In District Kinnaur ( Hp ) Under Rusa ( Sh- C/O Botanical Garden In Steel Frame Structure And R/Wall Thereof, Reckong Peo-Himachal Pradesh

Public Works Department-PWD has published Up-Gradation Of Existing College Building To Model Degree College At Rekong Peo In District Kinnaur ( Hp ) Under Rusa ( Sh- C/O Botanical Garden In Steel Frame Structure And R/Wall Thereof. Submission Date for this Tender is 24-08-2020. Building Work Tenders in Reckong Peo Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

25191958
Corrigendum : Up-Gradation Of Existing College Building To Model Degree College At Rekong Peo In District Kinnaur ( Hp ) Under Rusa ( Sh- C/O Botanical Garden In Steel Frame Structure And R/Wall Thereof
National Competitive Bid
Indian
Himachal Pradesh
Reckong Peo
24-08-2020

Tender Details

Up-Gradation Of Existing College Building To Model Degree College At Rekong Peo In District Kinnaur ( Hp ) Under Rusa ( Sh- C/O Botanical Garden In Steel Frame Structure And R/Wall Thereof

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 18-Aug-2020 Corrigendum Other 24-08-2020

Key Value

Document Fees
INR 500 /-
EMD
INR 23000.0 /-
Tender Value
INR 11.35 Lakhs /-

BOQ Items

Name of Work: Up-gradation of existing College building to Model Degree College at ReckongPeo in Distt. Kinnaur HP under RUSA (SH:- C/O Botanical garden in steel frame structure and R/wall thereof)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation in soil in Hilly Area by manual meansin all heights and depths and in all kinds of soils including saturated soil comprising of Pick, Jumper , blasting work both in soft and hard rock with chiseling, wedging-out of rock where blasting is prohibited, their intermediate classification of soil, setting-out true to the required lines, grades, side slopes, trimming bottoms to levels as shown on the drawing and as directed by the Engineer-in-charge at site according to HP.PWD, specification of 1990 Vol-I and sorting-out useful/ un–useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of useful/ un-useful materials for filling in road ways camber, embankments for grades, improvement and leveling to required grade and disposing of all surplus excavated earth in acquired width of the road or on approved dumping sites through all modes of transportion including head load or animal transport or mechanically means alongwith its leveling, fine dressing and all labour, machineries, tools, equipments and safety measures and other incidental, necessary to complete the work by mechanised means and labour if required. All useful materials such as stones , shingles, aggregates and slates shall be sorted- out and stacked along road side. Any loss of the public/ private property during the course of execution shall be absolute responsibility of the contractor which shall to be duly compensated by him in all respect as per direction of the Engineer- in- Charge, including carriage of materials with in all leads and lifts. BI01010001010000000000000515BI0100001113 46.72 Cum
2 2 Earthwork in excavation in all kind of soil for structures as per drawing and technical specifications clause 305.1 including setting out , construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches with excavated suitable material, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001114 29.58 Cum
3 3 Providing and laying cement concrete 1:6:12 (One cement : six sand : twelve graded stone aggregate 40 mm (Forty millimeter) nominal size) mechanically mix by concrete mixer and curing complete excluding cost of centering and shuttering in: Foundation and plinth, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001115 7.45 Cum
4 4 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Random rubble masonry in cement mortar 1:6 (One cement: Six sand) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001116 66.79 Cum
5 5 Providing weep holes in brick masonry /stone masonry/plain reinforced concrete abutments, wing wall, return wall,with 100mm (One hundred millimeter) dia PVC pipe extending through the full width of the structures with slope of i(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7,including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001117 41 Nos
6 6 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001118 22.2 Cum
7 7 Random rubble masonry/polygonal rubble masonry (uncoursed/ brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (One cement : six sand : twelve graded stone aggregate 20mm (Twenty millimeter) nominal size) at plinth level in Cement Mortar 1:6 (One cement: six sand) including curing and including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001119 2.88 Cum
8 8 Providing and laying cement concrete 1:1.5:3 (one cement : one point five sand : three graded stone aggregate 20mm. (Twenty millimeter) nominal size) and curing complete excluding cost of form work and reinforcement for R.C.C. work in: Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001120 1.69 Cum
9 9 Providing Tor steel reinforcement for Reinforced Cement Concrete work including bending, binding and placing in position complete upto floor all level: Tor Steel, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001121 67 Kg
10 10 Providing and laying 20 cm. (Twenty centimeter) thick composit stone masonry with stone facing of chisel dressed stones one line dressed in cement mortar 1:6(One cement : six sand) and concrete backing with cement concrete 1:3:6 (One cement: three sand: six graded stone aggregate 20 mm (Twenty millimeter) nominal size) on inner face of walls including centring,shuttering and propping complete up to floor two level, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001122 11.4 Sqm
11 11 Steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint:- In trusses and trussed purlins in buildings, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. 47.619 Qtl
12 12 Providing and fixing angle iron door,window,clerestory window frame manufactured from M.S.Angle iron section of 50X50X6 mm (Fifty × fifty × six millimeter) ,thickness including hinges jamb,lockjamb,beed and if required angle thrasholdofmild steel angle 50X25 mm (Fifty × twenty five millimeter) welded or rigidly fixed by mechanical means,lugs with split end tails to each jamb including steel butt hinges 2.5 mm (Two point five millimeter) thick with provision for locking arrangement and shock observer as specified and applying a coat of approved steel primer after preteatment of the surface, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. 25.1 Rmt
13 13 Providing and fixing paneled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary screws. 40mm (Forty millimeter) thick 2nd class Deodar wood, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. 6.05 Sqm
14 14 Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete. 250×16mm. (Two hundred fifty into sixteen millimeter), including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. 1 No
15 15 Providing and fixing aluminium tower bolts (berrel type) anodized trans parent or dyed to required shade and colour with screws etc. complete. 150×10mm. (One hundred fifty × ten millimeter) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. 10 Nos
16 16 Providing and fixing aluminium handles anodized transparent or dyed to required colour& shade with necessary screws etc. complete, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
17 16.01 1 )125mm (One hundred twenty five millimeter). 2 Nos
18 16.02 ii) 100mm (One hundred millimeter). 8 Nos
19 17 Providing and fixing polycarbonatdtranparent sheet 1.20mm thick in roofing with galvanised J or L hooks bolts and nuts with G.I. Limpet and bitumen rubber washer complete with all accessories as required, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. 400.64 Sqm
20 18 Providing ridges or hips 60cm. (Sixty centimetre) over all in plain G.I sheets fixed with galvanized iron J or L hooks , bolts and nuts 8mm. (Eight milimetre ) dia G.I limpet and bitumen washers complete in 0.63mm. (Zero point Sixty three milimetre ) thick G.I sheet, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. 25 Rmt
21 19 Providing and fixing M.S. grills of required patterns in wood/steel frames of windows etc. M.S. flats, square or round brass with round headed bolts and nuts or by screw: - Plain Grill, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. 60 Kg
22 20 Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty into five millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling any floor/height and removal of the same for in situ-reinforced concrete and plain concrete work. Vertical surface such as wall (any thickness) Partition and the like including attached pilasters thickness in Super-structure for all floor level in all heights, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. 7.6 Sqm
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