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Tender For Providing And Laying Water Distribution Line And Sewerage And Etp Line For Plot No. 1, Plot No. 92 To Plot No. 107 At Ind. Area Kandrori Distt. Kangra (Hp)., Kangra-Himachal Pradesh

Himachal Pradesh State Industrial Development Corporation Limited-HPSIDC has published Tender For Providing And Laying Water Distribution Line And Sewerage And Etp Line For Plot No. 1, Plot No. 92 To Plot No. 107 At Ind. Area Kandrori Distt. Kangra (Hp).. Submission Date for this Tender is 19-01-2023. Pipe Laying Tenders in Kangra Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

35597766
Corrigendum : Tender For Providing And Laying Water Distribution Line And Sewerage And Etp Line For Plot No. 1, Plot No. 92 To Plot No. 107 At Ind. Area Kandrori Distt. Kangra (Hp).
Open Tender
Indian
Himachal Pradesh
Kangra
19-01-2023

Tender Details

Providing And Laying Water Distribution Line And Sewerage And Etp Line For Plot No. 1, Plot No. 92 To Plot No. 107 At Ind. Area Kandrori Distt. Kangra ( Hp ) .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 12-Jan-2023 Corrigendum Date 19-01-2023

Key Value

Document Fees
INR 5900 /-
EMD
INR 228000.0 /-
Tender Value
INR 1.13 Crore /-

BOQ Items

Name of Work:Providing and laying water distribution line and sewerage & ETP line for plot No. 1, plot No. 92 to plot No. 107 at Ind. Area Kandrori Distt. Kangra (HP).
Sl. No. Item Description
1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish outside the periphery of the area cleared including carriage of material with in all lead and lifts.
2Earth work in excavation for all types of structures such as retaining walls, breast walls, culverts, drains, parapets, laying of pipes, cables,etcand other similar structures in all kinds and classification of soil,comprising of ordinary mix soil, ordinary rock, hard rock,chiseling/wedging outrocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown in the drawings, including setting out, construction of shoring, bracing, removal of stumpsand other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom andbackfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (one hundred fifty milimeters) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification section 300 & 1600as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.
3Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 including carriage of material with in all lead and lifts. A) 150 mm dia Ductile Iron Class K-7 pipes
4B) 200 mm dia Ductile Iron Class K-7 pipes
5Constructing ManholewithRCC top slab 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size)mixture foundation concrete1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1cement 3 sand) finished with a floating coat of neat cement and making channels in concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished smooth complete including curing and testing all complete as per standard design: with Pre-cast R.C.C.Cover and frame(heavy duty HD- 20 grade designation) 560mm internal diameter conforming to I.S.12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominalsize) including centering, shuttering all complete. (a)Inside size 800 x 800mm and 500mm deep With 200 mm thick walls of RCC 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including complete formwork and reinforcement with 10 mm bars not exceeding 150 mm C/C both Ways in walls, bed & Slab including carriage of material with in all lead and lifts.
6Inside size 800 x 800mm and 1000mm deep With 200 mm thick walls of RCC 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including complete formwork and reinforcement with 10 mm bars not exceeding 150 mm C/C both Waysin walls, bed & Slabincluding carriage of material with in all lead and lifts.
7Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, and stacking of serviceable material within all lead as per direction of Engineer-in-Charge including carriage of material with in all lead and lifts.
8Demolishing cement concrete manually/ by mechanical means including disposal of material within all lead as per direction of Engineer - in - charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) including carriage of material with in all lead and lifts.
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering and curing complete 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) including carriage of material with in all lead and lifts.
10Providing Centering and shuttering including strutting, propping etc. and removal of form for : (a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. including carriage of material with in all lead and lifts.
11(b) Suspended floors, roofs, landings, balconies and access platform including carriage of material with in all lead and lifts.
12© Edges of slabs and breaks in floors and walls Under 20 cm wide including carriage of material with in all lead and lifts.
13Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of material with in all lead and lifts.
14Providing Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more including carriage of material with in all lead and lifts.
15Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20Circular shape 560 mm internal diameter including carriage of material with in all lead and lifts.
16Providing orange colour safety footrest minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design including carriage of material with in all lead and lifts.
17Providing and fixing sand cast / cast iron spun spigot and socket soil, waste and ventilating pipes (Lead caulked joints to be measured and paid for separately:- 100mm nominal size including carriage of material with in all lead and lifts.
18Providing and fixing Cast iron cowl 100mm nominal diameter including carriage of material with in all lead and lifts.
19Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge 80mm thick cement concrete paver block of M-40 grade withapproved by HPPWD (NTC/Ashok Panjla Tiles/NTCCI/Pooja Concrete Fabricators, M/S Dalal Tiles Pvt. Ltd.) with approvedcolor design and pattern including carriage of material with in all lead and lifts .
20Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 20 mm dia nominal boreincluding carriage of material with in all lead and lifts.
21Making 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. complete 50 to 80 mm nominal boreincluding carriage of material with in all lead and lifts.
22Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete 20 mm nominal boreincluding carriage of material with in all lead and lifts.
23Providing Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete workincluding carriage of material with in all lead and lifts.
24Providing Finishing wall with waterproofing cement paint ofapproved brand and manufactureand of required shade onundecorated wall surfaces(twocoats)to give an even shadeafter thoroughly brushing thesurface to remove all dirt andremains of loose powdered materials including carriage of material with in all lead and lifts.
25Providing Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coat applied including carriage of material with in all lead and lifts.
26Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) including carriage of material with in all lead and lifts.
27Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. including carriage of material with in all lead and lifts.
28Structural steel work riveted, bolted or welded in built upsections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete.including carriage of material with in all lead and lifts.
29Providing and fixing2mm thick Aluminium sheet painted with heat treatment process including etching treatment. including carriage of material with in all lead and lifts.
30Providing and fixing retro reflective high intensity microprismaticgraderetro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67including writing of word matter with computer plotter, design and layout of board. including carriage of material with in all lead and lifts.
31Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge including carriage of material with in all lead and lifts.
32Providing and fixing G.I. pipes (Medium Duty) complete with G.I. fittingsExternal work A) 100 mm dia nominal bore(Jindal, Tata Steel Tube, Prakash Surya Make)including carriage of material with in all lead and lifts.
33B) 125 mm dia nominal bore
34C) 150 mm dia nominal bore
35Providing and fixing steel sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. complete ( Zolto, Sant make) A)150 mm dia
36B) 125 mm dia
37C) 100 mm dia
38Providing and fixing MS Flanges to pipes and specials including supply of MS Flanges ,rubbergasket, nuts, bolts, washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction of the Engineer-in-charge as per Table 21. (A) 100 mm dia
39B) 125 mm dia
40C) 100 mm dia
41Providing and fixing Division Plate for Urinals 600mm x 300. Vitreous Chinaincluding carriage of material within all leads and lifts.
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