Construction Of Tin Shade Godown For Grass Kutti At Nathuwas Gaushala , Nathdwara
Tender Value
75.62 Lakhs
Estimated cost
Bid Submission
23 Mar 2020
0 days left
EMD
1.51 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nathdwara → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Tin Shade Godown For Grass Kutti At Nathuwas Gaushala , Nathdwara
BOQ
| Name of Work: Construction of Tin Shade gowdown for grass/kutti at Nathuwas gaushala, Nathdwara Temple Board | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr. All kinds of soil. | BI01010001010000000000000515BI0100001113 | 290.947 | cum |
| 2 | 2 | Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregateM10 grade Nominal Mix (with graded stone aggregate 40mm nominal size) | BI01010001010000000000000515BI0100001114 | 87.088 | cum |
| 3 | 3 | Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement M25 grade Design mix | BI01010001010000000000000515BI0100001115 | 136.648 | cum |
| 4 | 4 | Providing and layiny in position specified grade of cement concrete for RCC Structure elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc. M25 grade Design mix | BI01010001010000000000000515BI0100001116 | 13.42 | cum |
| 5 | 5 | Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts, footings, straps beams, bases of columns etc. up to plinth level. | BI01010001010000000000000515BI0100001117 | 149.155 | sqm |
| 6 | 6 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for : Columns, pillars posts and struts etc. | BI01010001010000000000000515BI0100001118 | 91.744 | sqm |
| 7 | 7 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three levelThermo mechanically treated bars (conforming to relevant IS code.) | BI01010001010000000000000515BI0100001119 | 13506.1 | kg |
| 8 | 8 | Random rubble dry Stone Kharanja undre floor | BI01010001010000000000000515BI0100001120 | 161.871 | cum |
| 9 | 9 | Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 25mm thick | BI01010001010000000000000515BI0100001121 | 477.557 | SQM |
| 10 | 11 | Random Rubble stone masonry for superstructure above plinth level one storey height above 30 cm. thick walls in : Cement mortar 1:6 ( 1 Cement : 6 Sand ) | BI01010001010000000000000515BI0100001122 | 107.34 | CUM |
| 11 | 12 | Providing corrugated G.I. sheet roofing fixed with G.I. J or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 60 degree) & excluding the cost of purlins rafters and truses, for class of sheets. 0.63mm thick | BI01010001010000000000000515BI0100001123 | 1210.84 | SQM |
| 12 | 13 | Providing ridges or hips of width 600mm overall with plain GI Sheet fixed with GI, J or L-hooks bolts and nuts 8mm dia GI limpet and bitumen washers complete. 0.63mm thick | BI01010001010000000000000515BI0100001124 | 30.48 | MTR |
| 13 | 14 | Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete above plinth level upto 4.5 mtr height. Hot finished welded type tubes. | BI01010001010000000000000515BI0100001125 | 30000 | KG |
| 14 | 15 | Random rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in: Cement mortar 1:6 ( 1 Cement : 6 Sand ) | BI01010001010000000000000515BI0100001126 | 52.844 | CUM |
| 15 | 16 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means | BI01010001010000000000000515BI0100001127 | 109.5 | CUM |
| 16 | 17 | Plant Mix Method Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading I Material | BI01010001010000000000000515BI0100001128 | 183 | CUM |
| 17 | 18 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | BI01010001010000000000000515BI0100001129 | 390 | CUM |
| 18 | 19 | Carriage of following material including loading unloading and stacking if required complete in all respect. Earth, Sand, Lime, Moorum, manure or sludge, Building Rubbish, Stone Metal (Girt and ballast etc), Stone for Masonry work & Soling and Excavated rock etc. For 1 Km. | BI01010001010000000000000515BI0100001130 | 390 | CUM |
AI Tender Summary
Tender Timeline
Mar 13, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 23, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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