Construction Of Strengthening Of B . T . Internal Road With Covered Drain ( Nala ) In Main Mandi Yard Kums Khajuwala .
Tender Value
2.59 Crore
Estimated cost
Bid Submission
24 Jan 2020
0 days left
EMD
5.18 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khajuwala → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Strengthening Of B . T . Internal Road With Covered Drain ( Nala ) In Main Mandi Yard Kums Khajuwala .
BOQ
| Name of Work: Constrution of Strengthening of B.T. Internal Road With Covered Drain (Nala) in Main Mandi Yard KUMS Khajuwala. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202. By Mechanical Means. Bituminous Courses. | BI01010001010000000000000515BI0100001113 | 1026 | Cum |
| 2 | 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by manual mean method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. With lead of material with all lead For Grading III Material | BI01010001010000000000000515BI0100001114 | 1226 | Cum |
| 3 | 3 | 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404.Using Hand Broken Aggregate. By Manual Means | BI01010001010000000000000515BI0100001115 | 613 | Cum |
| 4 | 4 | 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate. By Manual Means. | BI01010001010000000000000515BI0100001116 | 3078 | Cum |
| 5 | 5 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | BI01010001010000000000000515BI0100001117 | 41041 | sqm |
| 6 | 6 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | BI01010001010000000000000515BI0100001118 | 41041 | Sqm |
| 7 | 7 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) | BI01010001010000000000000515BI0100001119 | 1642 | Cum |
| 8 | 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.By Mechanical Means. Bitumen (VG-30). | BI01010001010000000000000515BI0100001120 | 41041 | sqm |
| 9 | 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511. By Mechanical Means Type B. Bitumen (VG-30) . | BI01010001010000000000000515BI0100001121 | 41041 | sqm |
| 10 | 10 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil (i) Upto 3 m depth | BI01010001010000000000000515BI0100001122 | 494 | Cum |
| 11 | 11 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C grade M 10. Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001123 | 192 | Cum |
| 12 | 12 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C. grade M 20 . Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001124 | 191 | Cum |
| 13 | 13 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. R.C.C grade M 20. | BI01010001010000000000000515BI0100001125 | 97 | Cum |
| 14 | 14 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 | BI01010001010000000000000515BI0100001126 | 11.7 | Tonne |
| 15 | 15 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: | BI01010001010000000000000515BI0100001127 | 18938 | Kg |
| 16 | 16 | Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with \"code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping. 250 mm nominal bore. PWDS-4/4.23.3 | BI01010001010000000000000515BI0100001128 | 180 | Rmt |
| 17 | 17 | Providing and Lowering of ISI mark PVC casing pipe conforming to IS: make:12818 : 1992 or amended upto date having pressure rating of approved make of TW and DCB with threading winding with superior quality of plastic mesh & rope in three layers with end cap complete as per Techincal Specification and direction of Engineer in charge. 200 mm nominal dia (internal dia). | BI01010001010000000000000515BI0100001129 | 210 | Rmt |
| 18 | 18 | Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids Size 9 to 12 mm. PWDS-4/4.28.1 | BI01010001010000000000000515BI0100001130 | 7 | Cum |
| 19 | 19 | S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts complete for casing size:200mm dia. PWD S-4/4.8.4 | BI01010001010000000000000515BI0100001131 | 3 | Nos. |
| 20 | 20 | S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. PWD S-4/4.9 | BI01010001010000000000000515BI0100001132 | 3 | Nos. |
| 21 | 21 | Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm | BI01010001010000000000000515BI0100001133 | 30 | Rmt |
| 22 | 22 | Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness Diameter 900 mm | BI01010001010000000000000515BI0100001134 | 30 | Rmt |
| 23 | 23 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104. Brick masonry in 1:4 cement mortar | BI01010001010000000000000515BI0100001135 | 13 | Cum |
| 24 | 24 | Stone slab roofing on ground floor with fine grained stone slab from aproved quarry (Soorsagar, Jodhpur) including filling of joints of parapet and slab on both sides in cement sand mortar 1 :4 with top 15Cm. thick lime concrete (40:100) terracing (as per BIKANER PRACTICE) including sandla ralthal, hemp and methi well tapping finished smooth polished surface in all respects in lime surkhimortar 1 : 2 with nails and wire and lime batta (gola) 75 mm x 75 mm and sandla etc. complete finished for span :Upto 2.00 metre. | BI01010001010000000000000515BI0100001136 | 10 | Sqm |
| 25 | 25 | Construction of septic Tank in all types of soil with 230/300 mm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 400 x140x150 cm.(for 50 users) | BI01010001010000000000000515BI0100001137 | 3 | Nos. |
AI Tender Summary
Tender Timeline
Jan 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 24, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 25, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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