}

Tender For Development Work Of Patal Rudreshwar Cave Temple In Champawat District Under Manaskhand Temple Mala Mission., champawat-Uttarakhand

Public Works Department-PWD has published Tender For Development Work Of Patal Rudreshwar Cave Temple In Champawat District Under Manaskhand Temple Mala Mission.. Submission Date for this Tender is 26-02-2024. Civil Work Tenders in champawat Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

41921190
Corrigendum : Tender For Development Work Of Patal Rudreshwar Cave Temple In Champawat District Under Manaskhand Temple Mala Mission.
Open Tender
Indian
Uttarakhand
champawat
26-02-2024

Tender Details

Development Work Of Patal Rudreshwar Cave Temple In Champawat District Under Manaskhand Temple Mala Mission.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Feb-2024 Corrigendum Other 26-02-2024

Key Value

Document Fees
INR 5900 /-
EMD
INR 412000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Development work of Patal Rudreshwar cave temple in Champawat district under Manaskhand Temple Mala Mission.
Sl. No. Item Description
1Construction of Pathway
2Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
3Providing and laying in position cement concrete of specified grade excluding the cost of centerin g and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
4Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size)
5ReinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.Thermo-Mechanically Treated bars of grade FE-500D or more.
640 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone
7Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
8Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.
9PaintingSteel workwithDeluxeMultiSurface Paintto give an even shade. Two or morecoatapplied @0.90 ltr/10sqm over an under coatof primerapplied@0.80ltr/10sqmof approved brand or manufacture.
10construction of visitor center
11Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
12Providing and laying in position cement concrete of specified grade excluding the cost of centerin g and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
13Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size)
14ReinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.Thermo-Mechanically Treated bars of grade FE-500D or more.
1540 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone
16Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
17Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.
18PaintingSteel workwithDeluxeMultiSurface Paintto give an even shade. Two or morecoatapplied @0.90 ltr/10sqm over an under coatof primerapplied@0.80ltr/10sqmof approved brand or manufacture.
19Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
20Providing and laying in position cement concrete of specified grade excluding the cost of centerin g and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
21Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size)
22ReinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.Thermo-Mechanically Treated bars of grade FE-500D or more.
2340 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone
24Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
25Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.
26PaintingSteel workwithDeluxeMultiSurface Paintto give an even shade. Two or morecoatapplied @0.90 ltr/10sqm over an under coatof primerapplied@0.80ltr/10sqmof approved brand or manufacture.
27Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using
28Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
29Providing and laying in position cement concrete of specified grade excluding the cost of centerin g and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
30Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size)
31ReinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.Thermo-Mechanically Treated bars of grade FE-500D or more.
3240 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone
33Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
34Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.
35PaintingSteel workwithDeluxeMultiSurface Paintto give an even shade. Two or morecoatapplied @0.90 ltr/10sqm over an under coatof primerapplied@0.80ltr/10sqmof approved brand or manufacture.
36Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost
37Construction of chamber for 100mm sluices valve
38Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
39Providing and laying in position cement concrete of specified grade excluding the cost of centerin g and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
40Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size)
41ReinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.Thermo-Mechanically Treated bars of grade FE-500D or more.
4240 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone
43Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
44Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall
4515 mm dia. nominal bore
4620 mm dia. nominal bore
4732 mm dia. nominal bore
48Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
49Providing and laying in position cement concrete of specified grade excluding the cost of centerin g and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
50Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size)
51ReinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.Thermo-Mechanically Treated bars of grade FE-500D or more.
5240 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone
53Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
54Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.
55Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I. 100x100 mm size P type With F.P.S. Bricks class designation 75
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail