Construction Of 09 Nos C Type Farmers Shops At Ground Floor In Place Of Electronic Weighing Scale At Galla Mandi Under , Mandi Samiti Haldwani ( Ist Stage ) , Haldwani-Uttarakhand

TDR : 21327523

Tender Notice
BOQ

Expired

Haldwani , Uttarakhand

Tender Brief : Construction Of 09 Nos C Type Farmers Shops At Ground Floor In Place Of Electronic Weighing Scale At Galla Mandi Under , Mandi Samiti Haldwani ( Ist Stage )

Document Fees
₹ 2950 /-

EMD
₹ 80000.0 /-

Tender Value
₹ 38.49 Lakhs /-

Submission Date
24-08-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: e.Mh lfefr gY}kuh ifjlj ds xYyk e.Mh esa 09 ux l Js.kh dh nqdkuksa dk fuekZ.k dk;ZA ¼izFke pj.k½
1	1	Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 2.8.1	BI01010001010000000000000515BI0100001114	120.43	M3
2	2	Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 4.1.8	BI01010001010000000000000515BI0100001115	16.96	M3
3	3	Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1	BI01010001010000000000000515BI0100001116	56.08	M3
4	4	Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stoneaggregate 20 mm nominal size) 5.1.2	BI01010001010000000000000515BI0100001117	22.85	m3
5	5	Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to\nfloor five level, excluding cost of centering, shuttering, finishing andreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size). 5.2.2	BI01010001010000000000000515BI0100001118	33.34	m3
6	6	Centering and shuttering including strutting, propping etc. and removal of form for all heights : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete: 5.9.1	BI01010001010000000000000515BI0100001119	93.56	m2
7	7	Centering and shuttering including strutting, propping etc. and removalof form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5	BI01010001010000000000000515BI0100001120	150.89	m2
8	8	Centering and shuttering including strutting, propping etc. and removal\nof form for all heights : Suspended floors, roofs, landings, balconies and access\nplatform 5.9.3	BI01010001010000000000000515BI0100001121	304.69	m2
9	9	Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts 5-9-6	BI01010001010000000000000515BI0100001122	178	m3
10	10	Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2	BI01010001010000000000000515BI0100001123	87.3	M3
11	11	Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,\nbands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 5-3	BI01010001010000000000000515BI0100001124	53.81	m3
12	12	Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars 5.22.1	BI01010001010000000000000515BI0100001125	129.52	Qtl
13	13	Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length ( hold fast lugs or\ndash fastener shall be paid for separately).teak wood cum 92743.05-9.1.2	BI01010001010000000000000515BI0100001126	0.13	m3
14	14	Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel\nprimer using structural steel etc. as requiredIn gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works 10.25.2	BI01010001010000000000000515BI0100001127	15.58	Qtl
15	15	Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length andjointed together at the end by end locks, mounted on specially designed\npipe shaft with brackets, side guides and arrangements for inside andoutside locking with push and pull operation complete, including thecost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover .10.6.1	BI01010001010000000000000515BI0100001128	58.32	m2
16	16	Providing and fixing ball bearing for rolling shutters 10.7	BI01010001010000000000000515BI0100001129	18	No
17	17	Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding 9.48.1	BI01010001010000000000000515BI0100001130	2.61	Kg
18	18	12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 13.1.2	BI01010001010000000000000515BI0100001131	920.54	m2
19	19	Providing and fixing glazed shutters for doors, windows and clerestorywindows using 4 mm thick float glass panes, including ISI marked M.S.pressed butt hinges bright finished of required size with necessary\nscrews.Kiln seasoned and chemically treated hollock wood 35 mm thick 9.9.2.1	BI01010001010000000000000515BI0100001132	5.81	m2
20	20	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 11.3.1	BI01010001010000000000000515BI0100001133	90.89	m2
21	21	Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. completeat all levels.Raj Nagar Plain white marble/ Udaipur green marble/ Zebra\nblack marble Area of slab upto 0.50 sqm 8.2.1.1	BI01010001010000000000000515BI0100001134	185.12	m2
22	22	Providing edge moulding to 18 mm thick marble stone counters, Vanitiesetc., including machine polishing to edge to give high gloss finish etc.\ncomplete as per design approved by Engineer-in-Charge.8.3.1 Marble work	BI01010001010000000000000515BI0100001135	28.8	mt
23	23	Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :\n 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stoneaggregate 20 mm nominal size) 4.1.2	BI01010001010000000000000515BI0100001136	8.22	m3
24	24	Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. In cement mortar 15.7.4	BI01010001010000000000000515BI0100001137	12.85	m3
25	25	Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent designmix) 15.2.1	BI01010001010000000000000515BI0100001138	92.16	m3

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Construction Of 09 Nos C Type Farmers Shops At Ground Floor In Place Of Electronic Weighing Scale At Galla Mandi Under , Mandi Samiti Haldwani ( Ist Stage ) , Haldwani-Uttarakhand

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Name of Work: e.Mh lfefr gY}kuh ifjlj ds xYyk e.Mh esa 09 ux l Js.kh dh nqdkuksa dk fuekZ.k dk;ZA ¼izFke pj.k½
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 2.8.1	BI01010001010000000000000515BI0100001114	120.43	M3
2	2	Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 4.1.8	BI01010001010000000000000515BI0100001115	16.96	M3
3	3	Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1	BI01010001010000000000000515BI0100001116	56.08	M3
4	4	Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stoneaggregate 20 mm nominal size) 5.1.2	BI01010001010000000000000515BI0100001117	22.85	m3
5	5	Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to\nfloor five level, excluding cost of centering, shuttering, finishing andreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size). 5.2.2	BI01010001010000000000000515BI0100001118	33.34	m3
6	6	Centering and shuttering including strutting, propping etc. and removal of form for all heights : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete: 5.9.1	BI01010001010000000000000515BI0100001119	93.56	m2
7	7	Centering and shuttering including strutting, propping etc. and removalof form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5	BI01010001010000000000000515BI0100001120	150.89	m2
8	8	Centering and shuttering including strutting, propping etc. and removal\nof form for all heights : Suspended floors, roofs, landings, balconies and access\nplatform 5.9.3	BI01010001010000000000000515BI0100001121	304.69	m2
9	9	Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts 5-9-6	BI01010001010000000000000515BI0100001122	178	m3
10	10	Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2	BI01010001010000000000000515BI0100001123	87.3	M3
11	11	Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,\nbands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 5-3	BI01010001010000000000000515BI0100001124	53.81	m3
12	12	Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars 5.22.1	BI01010001010000000000000515BI0100001125	129.52	Qtl
13	13	Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length ( hold fast lugs or\ndash fastener shall be paid for separately).teak wood cum 92743.05-9.1.2	BI01010001010000000000000515BI0100001126	0.13	m3
14	14	Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel\nprimer using structural steel etc. as requiredIn gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works 10.25.2	BI01010001010000000000000515BI0100001127	15.58	Qtl
15	15	Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length andjointed together at the end by end locks, mounted on specially designed\npipe shaft with brackets, side guides and arrangements for inside andoutside locking with push and pull operation complete, including thecost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover .10.6.1	BI01010001010000000000000515BI0100001128	58.32	m2
16	16	Providing and fixing ball bearing for rolling shutters 10.7	BI01010001010000000000000515BI0100001129	18	No
17	17	Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding 9.48.1	BI01010001010000000000000515BI0100001130	2.61	Kg
18	18	12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 13.1.2	BI01010001010000000000000515BI0100001131	920.54	m2
19	19	Providing and fixing glazed shutters for doors, windows and clerestorywindows using 4 mm thick float glass panes, including ISI marked M.S.pressed butt hinges bright finished of required size with necessary\nscrews.Kiln seasoned and chemically treated hollock wood 35 mm thick 9.9.2.1	BI01010001010000000000000515BI0100001132	5.81	m2
20	20	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 11.3.1	BI01010001010000000000000515BI0100001133	90.89	m2
21	21	Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. completeat all levels.Raj Nagar Plain white marble/ Udaipur green marble/ Zebra\nblack marble Area of slab upto 0.50 sqm 8.2.1.1	BI01010001010000000000000515BI0100001134	185.12	m2
22	22	Providing edge moulding to 18 mm thick marble stone counters, Vanitiesetc., including machine polishing to edge to give high gloss finish etc.\ncomplete as per design approved by Engineer-in-Charge.8.3.1 Marble work	BI01010001010000000000000515BI0100001135	28.8	mt
23	23	Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :\n 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stoneaggregate 20 mm nominal size) 4.1.2	BI01010001010000000000000515BI0100001136	8.22	m3
24	24	Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. In cement mortar 15.7.4	BI01010001010000000000000515BI0100001137	12.85	m3
25	25	Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent designmix) 15.2.1	BI01010001010000000000000515BI0100001138	92.16	m3

Construction Of 09 Nos C Type Farmers Shops At Ground Floor In Place Of Electronic Weighing Scale At Galla Mandi Under , Mandi Samiti Haldwani ( Ist Stage ) , Haldwani-Uttarakhand

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