Construction Of Boundary Wall At Ews Houses And Gramin Cc Road In Village Bhiwadi .
Tender Value
65 Lakhs
Estimated cost
Bid Submission
30 Dec 2020
0 days left
EMD
1.30 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
BHIWADI → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Boundary Wall At Ews Houses And Gramin Cc Road In Village Bhiwadi .
BOQ
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|---|---|---|---|---|---|
| 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 in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, 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 a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001113 | 1010.4 | Cum |
| 2 | 2 | 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 | BI01010001010000000000000515BI0100001114 | 825 | cum |
| 3 | 3 | 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. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001115 | 217.8 | Cum |
| 4 | 4 | Providing and laying in position specified grade of cement concrete for 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 and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. \nM20 grade Nominal Mix / Design Mix | BI01010001010000000000000515BI0100001116 | 75.276 | Cum |
| 5 | 5 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix | BI01010001010000000000000515BI0100001117 | 3.038 | Cum |
| 6 | 6 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | BI01010001010000000000000515BI0100001118 | 6265.12 | kg |
| 7 | 7 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001119 | 272.67 | Cum |
| 8 | 8 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001120 | 137.05 | Cum |
| 9 | 9 | 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. M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001121 | 15.01 | Cum |
| 10 | 10 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | BI01010001010000000000000515BI0100001122 | 109.92 | sqm |
| 11 | 11 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. | BI01010001010000000000000515BI0100001123 | 27 | sqm |
| 12 | 12 | Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey Upto 45 cm length and two corners are free | BI01010001010000000000000515BI0100001124 | 32.21 | Cum |
| 13 | 13 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | BI01010001010000000000000515BI0100001125 | 11310 | Kg |
| 14 | 14 | Extra if square,rectangular hollow tubelar sections are used or grill made by flats only 10.00% | BI01010001010000000000000515BI0100001126 | 11310 | kg |
| 15 | 15 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : \nTwo or more coats on new work | BI01010001010000000000000515BI0100001127 | 717 | sqm |
| 16 | 16 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001128 | 1337.2 | sqm |
| 17 | 17 | 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 | BI01010001010000000000000515BI0100001129 | 386 | cum |
| 18 | 18 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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 1 as per Technical Specification Clause 404. WBM Grading I By Manual Means | BI01010001010000000000000515BI0100001130 | 121 | cum |
| 19 | 19 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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 1 as per Technical Specification Clause 404. WBM Grading III By Manual Means | BI01010001010000000000000515BI0100001131 | 90.75 | cum |
| 20 | 20 | Construction of un-reinforced dowel jointed at expansion asn construction joint only plain cement concrete pavement thickness as per desing over a prepared sub base, with 43 grade cement or andy other type as per clause 1501.2 M30 (grade) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer or not less than 0.2 cum capacity and appropriate weigh batcher using approved mix desing laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the fromwork as per drawing ) spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction as expansion joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days | BI01010001010000000000000515BI0100001132 | 220 | cum |
| 21 | 21 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | BI01010001010000000000000515BI0100001133 | 960 | sqm |
| 22 | 22 | Providing and Fixing of Reinforced Ferro-cement Drain cover designed for calss 'A' & 'AA' loading having 75 mm to 150 mm deep anti-corrosive bitumen painted MS plate Rim and on M.S. lifting hooks, admixture like plasticizer, bond-improving compund, shrinkage resistance compound, abrasion resistant complete as per approved design etc : Span 300 to 450 mm, Standard Size (600 X 800 mm). | BI01010001010000000000000515BI0100001134 | 288 | sqm |
AI Tender Summary
Tender Timeline
Dec 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 30, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 31, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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