Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited Tender
View complete overview of Uttarakhand BRIDCUL Tender
Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited - BRIDCUL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date26 Jun 2024
Closing Date2 Jul 2024
Tender Amount₹ 55,13,000
Costs
EMD
₹ 1,10,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BRID3_72689_1Bid Award Id
ViewTender No
2697/BRIDCUL/233/24 Dated 25.06.2024Tender Authority
Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited ViewPurchaser Address
-Website
http://http://bridcul.com/
GEM & Bid Advisory Services
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BOQ Items
Excavation for Structures
Earthwork in excavation 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 and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
247.83
-
-
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202&1203 PCC M15 Nominal mix 1:2.5:5 (Hand mixing)
159.8
-
-
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, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
136.61
-
-
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
48
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
112.67
-
-
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202&1203 PCC M 20 Nominal mix 1:2.5:5 (Hand mixing)
0.9
-
-
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202&1203 PCC M 20
94.5
-
-
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
996.91
-
-
By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
15
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
10
-
-
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
25
-
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
1.24
-
-
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes
7.3
-
-
WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
47.25
-
-
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
75.6
-
-
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area beyond 3 sq. metres
15
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
48.6
-
-
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet
422.72
-
-
Add for 3 year maintance work
1
-
-
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