Tender For Construction Of plain cement concrete Road From Ambedkar Chowk Main Road To Anganbari Village Khirondhi,Panchayat Simanpur Block Meherma District Godda.
Tender Value
33.41 Lakhs
Estimated cost
Bid Submission
31 Oct 2026
3 days left
EMD
67000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Godda → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of plain cement concrete Road From Ambedkar Chowk Main Road To Anganbari Village Khirondhi,Panchayat Simanpur Block Meherma District Godda.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1) By MIX in Place Method (Construction of granular sub-base by providing close 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 Technical Specification Clause 401.(iii) For Grading I Material |
| 4 | Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation and plinth with approved qality of stone chips 20mm to 6mm size graded and clean coarse of F.M 2.5 to 3 including ,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royality all complete as per building specification and direction of E/I. |
| 5 | Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. |
| 6 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 7 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 8 | Sand Filling in foundation trenches as per drawing & technical specification |
| 9 | PCC 1:3:6 in FoundationPlain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 10 | Providing random rubble stone masonry in cement mortar (1:3) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I.4.28 COMMON [5.2.28 BCD 2018] |
| 11 | Providing random rubble stone masonry in cement mortar (1:3) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I. |
| 12 | Plain/Reinforced Cement Concrete in sub structure complete as per drawing and technical specifications PCC Grade M15 (1:2:4) |
| 13 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. |
| 14 | Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications |
| 15 | Back filling behind abutment, wing wall and return wall (with Sandy Materials) Complete as per drawing and technical specification. |
| 16 | E/W in exacavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50 M includind all lifts, levelling, ramming the foundation trenches, removing roots of trees,shurbs all completes as per approved design,building specification and direction of E/I. |
| 17 | Dismentling of Existing Structure like culvert bridges, retaining wall and other structure -- do..do.. |
| 18 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 19 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level Providing and laying P. C. C. M150 with nominal 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)all complete as per bulding specification and direction of E/I |
| 21 | Providing RCC M-200 in nominal mix of (1:1.5:3) in foundation and plinth with approved qality of stone chips 20mm to 6mm size graded and clean coarse of F.M 2.5 to 3 including ,mixing cement concrete in mixer and placing in position,vibrating,striking,curing,taxes and royality |
| 22 | Prov. Tor Steel reinforcement of 10 mm, 12mm & 16 mm. Dia bars as par approved design and drawin....do..do. (a) 10 mm (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) |
| 23 | Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. |
| 24 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) |
| 25 | Carriage of material: (i)Cement and steel |
| 26 | (ii)sand |
| 27 | (iii)stone chips |
| 28 | (iv) Boulder |
| 29 | (v) Stone Metal |
| 30 | (vi) Stone Dust |
| 31 | (vii) Brick |
| 32 | GST @ 18% |
| 33 | Labour cess @ 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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