Construction Of Vikash Path From Gautam Bhawan Main Road To Govt Seniour Secondary School Ramdev Ji Mandir Up To Tidiyasar Road Gram Pachayat Sahwa , Taranagar .
Tender Value
69.04 Lakhs
Estimated cost
Bid Submission
23 Dec 2019
0 days left
EMD
1.38 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Taranagar → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Vikash Path From Gautam Bhawan Main Road To Govt Seniour Secondary School Ramdev Ji Mandir Up To Tidiyasar Road Gram Pachayat Sahwa , Taranagar .
BOQ
| Name of work :- Construction of Vikash Path from gautam Bhawan main road to Govt Seniour Secondary School Ramdev Ji Mandir Up to Tidiyasar road Gram Pachayat Sahwa, Taranagar. Job. No. 385/5054/RR/VP/800/SC/ST/GEN/2019-20 | |||||
|---|---|---|---|---|---|
| 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 | BI01010001010000000000000515BI0100001113 | ||
| 2 | 2 | By Mechanical Means Bituminous Courses | BI01010001010000000000000515BI0100001114 | 63.5 | Cum |
| 3 | 3 | By Manual Means Granular Courses | BI01010001010000000000000515BI0100001115 | 210.93 | Cum |
| 4 | 4 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | BI01010001010000000000000515BI0100001116 | 45 | Cum |
| 5 | 5 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 | BI01010001010000000000000515BI0100001117 | 315 | Cum |
| 6 | 6 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | BI01010001010000000000000515BI0100001118 | 385.57 | Cum |
| 7 | 7 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia | BI01010001010000000000000515BI0100001119 | 62.5 | Rmt |
| 8 | 8 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.\nFor Grading I Material | BI01010001010000000000000515BI0100001120 | 432.2 | Cum |
| 9 | 9 | 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 Crusher Broken aggregate By Manual Means | BI01010001010000000000000515BI0100001121 | 238.13 | Cum |
| 10 | 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104\nP.C.C grade M 20 Nominal mix 1:2:4 | BI01010001010000000000000515BI0100001122 | 161.25 | Cum |
| 11 | 11 | Providing and Laying of Interlocking M-35 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. \nCategory 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 \n(measurements shall be made inner to inner side of edge blocks) | BI01010001010000000000000515BI0100001123 | 6025 | Sqm |
| 12 | 12 | 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.\nOrdinary soil Upto 3 m depth | BI01010001010000000000000515BI0100001124 | 148.26 | Cum |
| 13 | 13 | 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 | BI01010001010000000000000515BI0100001125 | 37.25 | Cum |
| 14 | 14 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104\nP.C.C grade M 20 Nominal mix 1:2:4 | BI01010001010000000000000515BI0100001126 | 9.32 | Cum |
| 15 | 15 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104\nBrick masonry in 1:4 cement mortar | BI01010001010000000000000515BI0100001127 | 16.1 | Cum |
| 16 | 16 | Half brick masonry in foundation & plinth using FPS bricks of designation 75 \nCement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001128 | 70 | Sqm |
| 17 | 17 | Supplying and fixing rough dressed stone sills, dassa, coping, cornices sriwan, string courses etc. in cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade : 75 mm thick. | BI01010001010000000000000515BI0100001129 | 657.25 | Sqm |
| 18 | 18 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clauses 1312.4 & 2200 | BI01010001010000000000000515BI0100001130 | 120 | Sqm |
| 19 | 19 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 | BI01010001010000000000000515BI0100001131 | ||
| 20 | 20 | Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001132 | 2 | Each |
| 21 | 21 | 200 m stone (precast) | BI01010001010000000000000515BI0100001133 | 4 | Each |
| 22 | 22 | Supplying & Fixing cautionary / Warning Reflective sign boards made out of 2 mm thick M.S. sheet as per IRC –67-1977, stove enamelled and reflective symbol fixed on Angle Iron of size 65 x 65 x 6mm of 3 meter long: 90 cm equilateral triangle | BI01010001010000000000000515BI0100001134 | 10 | Each |
| 23 | 23 | Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. : 120 x 75 cm | BI01010001010000000000000515BI0100001135 | 3 | Each |
| 24 | 24 | P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect | BI01010001010000000000000515BI0100001136 | 1 | Each |
| 25 | 25 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. | BI01010001010000000000000515BI0100001137 | 1 | Each |
AI Tender Summary
Tender Timeline
Dec 09, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 23, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 24, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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