Dumping Platform Near Luxmi Bhawan Dharamshala At Shri Mata Mansa Devi Shrine Complex, Panchkula. Construction Of Garbage Dumping Platform Near Luxmi Bhawan Dharamshala At Shri Mata Mansa Devi Shrine Complex, Panchkula.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
13 Sep 2022
0 days left
EMD
15000
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mansa → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Dumping Platform Near Luxmi Bhawan Dharamshala At Shri Mata Mansa Devi Shrine Complex, Panchkula. Construction Of Garbage Dumping Platform Near Luxmi Bhawan Dharamshala At Shri Mata Mansa Devi Shrine Complex, Panchkula.
BOQ
| Sl. No. | Item Description |
| 1 | 4.4 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.4.4.1 All kinds of soil |
| 2 | 4.14 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressingof 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.4.14.1 All kinds of soil. |
| 3 | 6.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6.1.6 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cumstone aggregate 40 mm nominal size) |
| 4 | 6.33 Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending,placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Thermo-Mechanically Treated bars of grade Fe-500D kg or more. |
| 5 | 6.14 Providing 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 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) |
| 6 | 6.15 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement :6.15.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) |
| 7 | 6.30.1 Centering and shuttering including strutting, propping etc. and removal of form for6.30.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 8 | 6.30.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6.1.6 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) |
| 10 | Providing and laying 60mm thick factory made cement concrete inter1ocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge |
| 11 | 34.1 Cast in Sib.I Cement Concrete M20 KerbConstruction of cement concrete kerb with topand bottom width 115 and 165 mm respectively,250 mm high in M 20 grade PCC on M-1 O grade foundation 150 mm thick, foundation having 50mm projection beyond kerb stone, kerb stonelaid with kerb laying machine, foundationconcrete laid manually, all complete as perclause 408 |
| 12 | N S Earth filling under floor brought from out side any lead with laying in 15 cm layers including dressing ramming,watering and consolidation/compaction complete in all respect as per satisfaction of Engineer-in-charge. |
AI Tender Summary
Tender Timeline
Sep 03, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 13, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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