Garhwal Mandal Vikas Nigam Limited Tender
View complete overview of Uttarakhand GMVNL Tender
Garhwal Mandal Vikas Nigam Limited - GMVNL Tender
Eprocure
Opening Date10 Jun 2020
Closing Date2 Jul 2020
Tender Amount₹ 1,55,27,077
Costs
EMD
₹ 3,11,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_GMVN_24169_1Bid Award Id
ViewTender No
GMVNENGGSAT1Tender Authority
Garhwal Mandal Vikas Nigam Limited ViewPurchaser Address
-Website
http://http://gmvnl.in/
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Documents
BOQ Items
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m, for Hard rock (Blasting probhited)
26.62
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), All work up to plinth level
58.1
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, 1:1.5:3 ( 1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20mm nominal size)- All work up to plinth level :
83.4
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level, Thermo-Mechanically Treated bars
9820.5
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Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
50.88
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Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
50.1
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Centering and shuttering including strutting, propping etc. and removal of form for, Lintels, beams, plinth beams, girders, bressumers and cantilevers
204.31
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Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with :
15.33
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ABOVE PLINTH
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor Three level excluding cost of centering, shuttering, finishing and reinforcement, 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
276.03
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level, Thermo-Mechanically Treated bars
32502.97
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Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
464.28
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Centering and shuttering including strutting, propping etc. and removal of form for, Lintels, beams, plinth beams, girders, bressumers and cantilevers
970.91
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Centering and shuttering including strutting, propping etc. and removal of form for, Suspended floors, roofs, landings, balconies, staircase and access platform
1212.82
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FINISHING ITEMS
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
200.52
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor Vlevel. Cement mortar 1:3 (1 cement :3 coarse sand)
583.23
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Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
583.23
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SITE DEVELOPMENT- Hill side cutting
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Earthwork in Hill Road (Hill Side Cutting) Excavation in soil in Hilly Area by mechanical means Without using Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift up to 1.5 m and a lead up to 20 m as per Technical Specification Clause 1603.1
2764.13
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Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift up to 1.5 m and lead up to 20 m as per Clause 1603.2.
1842.75
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Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift up to 1.5 m and disposal of excavated rock up to a lead of 20 m as per Clause 1603.2.
1535.63
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specification
290.95
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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labor, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification
1106.9
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
PCC 1:3:6
72.45
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25
6.9
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