Construction Of Shops At Uit Scheme Area Kota
Tender Value
3.27 Crore
Estimated cost
Bid Submission
16 Sep 2019
0 days left
EMD
6.54 Lakhs
Bank guarantee accepted
Document Fee
7500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KOTA → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Shops At Uit Scheme Area Kota
BOQ
| Name of Work: Construction oF SHOPS AT U.I.T. Scheme AREA KOTA | |||||
|---|---|---|---|---|---|
| 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 upto 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr. | 1978.75 | 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. 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 420.69 | cum | |
| 3 | 3 | 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). | 1782.93 | cum | |
| 4 | 4 | Providing and laying in position specified grade of reinforced cement concrete 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 - All work up to plinth level : 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 372.8 | cum | |
| 5 | 5 | Centering & Shuttering with plywood or steel sheets including strutting, propping, bracing bothways and removal of formwork for foundations in basements rafts, footings, strap beams bases of columns, etc. upto plinth level. | 1042.19 | Sqm | |
| 6 | 6 | Reinforced cement concrete work in beams, suspended floors, roofs, griders having slopes up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good and joints excluding the cost of centering, shuttering and reinforcement : with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | 385.23 | cum | |
| 7 | 7 | Centering & shuttering with plywood or steel sheets including strutting, propping, bracing bothways with wooden members and removal of formwork for superstructure upto 4.5 m height above plinth, for : Suspended floors, roofs landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintel, beam etc. | 2595.33 | Sqm | |
| 8 | 8 | 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 three level.Hot rolled deformed bars (IS : 1786). | 69865 | kg | |
| 9 | 9 | Flyash Brick masonry in foundation and plinth with Flyash Bricks of class designation 75 in :Cement mortar 1 : 6 (1 cement : 6 coarse sand). | 982.16 | cum | |
| 10 | 10 | Random rubble dry stone Kharanja under floor. | 330.05 | cum | |
| 11 | 11 | Polished Blue Kota stone flooring skirting, laid over 20 mm thick base of C.M. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :For area of each slab from 901 to 2000 Sq.Cm : 30 mm thick slab | 1406.44 | Sqm | |
| 12 | 12 | Plaster on new surface on walls in cement sand mortar 1 : 6including racking of joints etc. complete fine finish : 12mm thick | 8540.5 | Sqm | |
| 13 | 13 | Plaster on new surface on walls in cement sand mortar 1 : 6including racking of joints etc. complete fine finish : 6mm thick | 1023.75 | Sqm | |
| 14 | 14 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. | 9750 | Kg | |
| 15 | 15 | Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangement for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3 cm. long wire springs grade No. 2 and M.S. top cover 1.25 mm thick or rolling shutters as per design. (Clear openable area to be measured for payament). | 1743.63 | Sqm | |
| 16 | 16 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding : New work (Three or more coats). | 10588 | Sqm | |
| 17 | 17 | Grading roof water proofing treatment with :Cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 132.58 | cum | |
| 18 | 18 | Painting with enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work.: | 3727.75 | Sqm | |
| 19 | 19 | Providing and fixing rigid PVC Pipe (IS : 4985 mark) Class II (4 Kg./Cm2) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant.110 mm dia | 1040 | rmt | |
| 20 | 20 | Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricantBend 87.5° | 325 | no. | |
| 21 | 21 | S&F following sizes (dia) of ISI marked medium duty PVC conduit along with accessories in surface/recessed using saddles, clamps, fastener as required including cutting the wall and making good the same as required. Group-I 25mm dia | 3087.5 | R.mt. | |
| 22 | 22 | P & F 18swg M.S. Recessed fan box, hexagonal/round of size 130 mm dia, depth 75mm, 12mm dia rod fan hook with 100mm length extended on eachside | 325 | each | |
| 23 | 23 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr. | 1140.75 | cum | |
| 24 | 24 | 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 :5 : 10 (1 cement :5oarse sand : 10 graded stone aggregate 40 mm nominal size). | 162 | cum | |
| 25 | 25 | 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). | 502 | cum | |
| 26 | 26 | 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). | 153 | cum | |
| 27 | 27 | Plaster on new surface on walls in cement sand mortar 1 : 6 including racking of joint etc. complete fine finished : 20 mm thick | 2217 | sqm | |
| 28 | 28 | Cement concrete flooring grade 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete : 50 mm thick with 20 mm thick nominal size aggregate | 607.5 | sqm | |
| 29 | 29 | Providing and fixing of reinforced Ferro-Cement Drain cover designed of class \"A\" & \"AA\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate ,Rim and on M.S. lifting hooks , admixture like plasticizer bond -improving compound , shrinkage resistance compound , abrasion resistant complete as per approved design etc span 451mm to700mm standard size 1000X800 | 1350 | sqm | |
| 30 | 30 | Providing and laying damp-proof course with cement concrete grade M-150 (1:2:4) mortar prepared with 1 % solution of water-proof compound) excluding two coats of hot blown bitumen (2 Kg. Per Sqm.) complete as per specification without glass strip 3 mm thick at a distance of 1 Meter interval : 50 mm thick. | 405 | sqm | |
| 31 | 31 | 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 by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305. | 18994.5 | cum | |
| 32 | 32 | Earthwork in excavation for roadway in Soil, including stacking/disposal of surplus Material exclusive of compensation of earth. (MoRTH specification : cl. 301 to 305) By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs. | 1123.2 | cum | |
| 33 | 33 | Providing, laying and spreading of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401. Grading-III | 983.18 | cum | |
| 34 | 34 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 | 6554.2 | sqm | |
| 35 | 35 | Providing and applying tack coat on the prepared surface, with bitumen VG10 as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. | 6554.2 | sqm | |
| 36 | 36 | Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112)In Mini Hot Mix Plant 6-10 TPH bitumen VG10 grade | 6554.2 | sqm | |
| 37 | 37 | Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG10gradeType “A” (22 kg binder per 10 sqm) bitumen VG30 grade. | 6554.2 | sqm | |
| 38 | 38 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface\nProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 180 | sqm | |
| 39 | 39 | Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift | 1310.9 | sqm |
AI Tender Summary
Tender Timeline
Aug 27, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 17, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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