Remaining Work For Construction Of Cj And Jm Court At Bali Distt Pali
Tender Value
48.50 Lakhs
Estimated cost
Bid Submission
08 Oct 2020
0 days left
EMD
97000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bali → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Remaining Work For Construction Of Cj And Jm Court At Bali Distt Pali
BOQ
| Name of Work: Remaining work For Construction of CJ and JM Court at Bali District Pali | |||||
|---|---|---|---|---|---|
| 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 sqm 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. \nAll kinds of soils | BI01010001010000000000000515BI0100001113 | 1804.12 | cum |
| 2 | 2 | Add extra for foundations /trenches/ drains for every additional lift of 1.5 Mtr. or par thereof upto 4.5Mtr. depth.All kind of soil | BI01010001010000000000000515BI0100001114 | 655.62 | cum |
| 3 | 3 | Carriege of excavated earth upto 150m | BI01010001010000000000000515BI0100001115 | 1400 | cum |
| 4 | 4 | Carriege of excavated earth upto including / unloading and refilling | BI01010001010000000000000515BI0100001116 | 1400 | cum |
| 5 | 5 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. | BI01010001010000000000000515BI0100001117 | 990 | cum |
| 6 | 6 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50mtr. and lift upto 1.5Mtr. | BI01010001010000000000000515BI0100001118 | 4349.2 | Sqm |
| 7 | 7 | Dismantling roofs with care including stacking of serviceable material and disposal of unserviceable material with in 50 Mtr. lead for :Stone slab roofing complete with lime dhar and kharanja. | BI01010001010000000000000515BI0100001119 | 23.7824 | Sqm |
| 8 | 8 | Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in :Channels, angles, tees & flats.In lime mortar. | BI01010001010000000000000515BI0100001120 | 0.48 | Qtl |
| 9 | 9 | Dismantling dressed stone work, marble work, ashlar face stone work or precast concrete work including stacking serviceable material and disposal of unserviceable material within 50 metres lead. | BI01010001010000000000000515BI0100001121 | 14.37 | cum |
| 10 | 10 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth leve1:3:6 (1Cement :3 Course Sand :6 Graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001122 | 140.48 | cum |
| 11 | 11 | Providing and laying reinforced cement concrete pipes N.P.3 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 300mm dia | BI01010001010000000000000515BI0100001123 | 7.5 | Mtr |
| 12 | 12 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints and admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete. All work from plinth level up to floor three level. All work upto plinth level Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. | BI01010001010000000000000515BI0100001124 | 310.679 | cum |
| 13 | 13 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1-Cement:6-Sand). | BI01010001010000000000000515BI0100001125 | 358.259 | cum |
| 14 | 14 | Random rubble dry stone Kharanja under floor. | BI01010001010000000000000515BI0100001126 | 48 | cum |
| 15 | 15 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. | BI01010001010000000000000515BI0100001127 | 16.0252 | cum |
| 16 | 16 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. | BI01010001010000000000000515BI0100001128 | 18.58 | cum |
| 17 | 17 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. Columns, pillars, posts and struts etc. | BI01010001010000000000000515BI0100001129 | 14.4924 | cum |
| 18 | 18 | 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. \n('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Tremo Mechanically treated bars | BI01010001010000000000000515BI0100001130 | 21250 | Kg |
| 19 | 19 | Providing and fixing SILFIL (Armour Board) of 20mm thickness (Thickness Built-up using minimum 10mm thick specifically extruded high Performance sheet) using double side to the casted surface to form the expansion joint. 50mm | BI01010001010000000000000515BI0100001131 | 81.752 | Sqm |
| 20 | 20 | Providing and placing in position suitable PVC water Stops confirming to IS : 12200 for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. Serrated with central bulb (225 mm wide, 8.11 mm thick). | BI01010001010000000000000515BI0100001132 | 25 | Mtr |
| 21 | 21 | Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:2:4 light concrete, using brick bats complete leveling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. | BI01010001010000000000000515BI0100001133 | 10 | cum |
| 22 | 22 | Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS:2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe : 150 mm dia Nominal bore.\n(Item No. S- /4.2.3) | BI01010001010000000000000515BI0100001134 | 85 | Mtr |
| 23 | 23 | Supply of ERW M.S. black casting pipe ISI marked (IS:4270/1992) of grade Fe 410 of following sizes at site of work. 150 mm nominal bore\n(Item No. S- /4.5.3) | BI01010001010000000000000515BI0100001135 | 20 | Mtr |
| 24 | 24 | S & F tube well cover of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size : 150 mm dia.\n(Item No. S- /4.8.3) | BI01010001010000000000000515BI0100001136 | 1 | Nos. |
| 25 | 25 | S & F M.S. clamp, set of 50x6mm flat from ion with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.\n(Item No. S- /4.9) | BI01010001010000000000000515BI0100001137 | 1 | Nos. |
| 26 | 26 | Providing of HDPE pipe ISI mark (IS:4984/95) for water supply (suitable for submersible & jet pump) with required fittings for vertical installation 50 mm OD (40 mm ID) 6 kg / cm2\n(Item No. E-26.05.12) | BI01010001010000000000000515BI0100001138 | 80 | Mtr |
| 27 | 27 | P/Laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required 4.0 Sq.mm 3 core flat Group II.\n(Item No. E- 04.06.03) | BI01010001010000000000000515BI0100001139 | 120 | Mtr |
| 28 | 28 | Providing of synthetic rope for submersible pump ISI marked (IS : 5175) of following sizes 20mm (suitable for 90mm OD Pipe).\n(Item No. E-26.04.03) | BI01010001010000000000000515BI0100001140 | 80 | Mtr |
| 29 | 29 | Supplying and installation of submersible motor pump sets ISI marked (IS:8034-1989) of approved make with required accessories including making connection suitable for T.W./ D.C.B./ Open well. The job includes lowering of riser pipe, G.I./ H.D.P.E. pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables up to switch board. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. 100 mm diameter Submersible pump shall have following HP Rating, phase, Head , minimum Discharge respectively. 3.0 HP, 3-Ø, (69-125)Mtr, (110-33)LPM Group I\n(Item No. E-26.07.16) | BI01010001010000000000000515BI0100001141 | 1 | Nos. |
| 30 | 30 | Supply and fixing of oil / Air break DOL / Star Delta Starter made out of sheet steel powder coated enclosure with single phasing protection, ON / OFF push buttons, etc. complete in all respect suitable for following rating motors. DOL Starter 7.5 HP Gr I.\n(Item No. E-26.14.11) | BI01010001010000000000000515BI0100001142 | 1 | Nos. |
AI Tender Summary
Tender Timeline
Jan 01, 1900
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 09, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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