Tender For The Construction Of Drains, Side Pathways, And Roads In Ganesh Dham Colony, Newada, From Shri Rahul Vadhvani’S Residence To Shri Pankaj Chaube’S Residence, And From Shri Rahul Vadhvani’S Residence Via Shri Kali Prasad’S Residence To Dr. Govind
Tender Value
21.17 Lakhs
Estimated cost
Bid Submission
29 Sep 2026
7 days left
EMD
42340
Bank guarantee accepted
Document Fee
2354
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Varanasi → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For The Construction Of Drains, Side Pathways, And Roads In Ganesh Dham Colony, Newada, From Shri Rahul Vadhvani’S Residence To Shri Pankaj Chaube’S Residence, And From Shri Rahul Vadhvani’S Residence Via Shri Kali Prasad’S Residence To Dr. Govind Narayan’S Residence.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 m. and lead up to 30 m.and including etc.complete. same as per SI.No.251. |
| 2 | Concrete with 4 cm.gauge brick ballast,sand of 1.25 F.M.and cement in proportion of 12:6:1 in foundation and under floors including supply of all material laborT& P etc.required for proper completion for the work.as per S.I no. 273- |
| 3 | Providing and laying 250 mm.Dia NP3 R.C.C. Hume Pipe including collar/ spigot jointed with stiff mixture of cement in proportion of 1:2 cement and fine sand including testing of joint. |
| 4 | Earth Work in cutting in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20\\") distance as directed by the E/I.as per si.no. 253 |
| 5 | Disposal of extra earth ( wastage ) upto a distance of 8.0 Km from site i/c all . |
| 6 | Construction of granular sub-base by providing well 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 smooth wheeled roller complete as per T.S. clause 401. |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 9 | Providing and laying of Rubber moulded Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and T.S. clause 1504 |
| 10 | Hence For Red Colour - |
| 11 | Hence For Grey Colour - |
| 12 | Providing and applying primer coat with bitumen emulsion (SS 1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical Specification Clause 502 |
| 13 | Providing and applying tack coat with Emulsion RS1 using distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 14 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm - 11.2 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, by manual MORd specific. 508 |
| 15 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 ( By Mechanical Mean ) |
| 16 | M-150 Brick Work in 1:4 Cement and sand of 1.25 F.M.morter in Foundation and plinth including S/O all material labour T&P.etc.required for proper completion of work..same as per S.I.No.305. |
| 17 | 12 mm.thick plaster with cement morter in proportion of 1:4 cement and sand of 1.25 F.M.over brick work minimum thickness not to be less than 10 m.m.including s/o all materials labour and T&P.required for proper completion of the work.as per SI.No.584 |
| 18 | Construction of K.C. drain with precast of C.C. Blocks size (400x325 mm) laid in flat position (37.5mm in length) & kerb stone (300mm in length)including cost of Base Concrete in 1:6:12 cement sand & O.B.B Including cost of all material labour T&P etc,proper completion of work |
| 19 | Painting or varnishing new iron work in small area with one coat (upto one sq.m) of ready mixed priming paint and one coat of approved superior quality ready mix paint of clear synthetic varnish i/c s/o materials labour and T& P etc. required for proper completion of work. Paint to be used should confirm to the ISINo.103 1950.As per S.I.No.(641+642) |
| 20 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms.per sqm.area same as per MORTH spece- 8.13.803. |
| 21 | S/F Pavement Maker (Cat Eye) Type X-ASTMD-4956 & 04 Avery Diemension / 3,m(.USA Make)Adherant Ploting Compound .The Housing Shall Contain Prismatic Two Gllass Covered Prismatic Reflective Face To Reflect Incident Light I C All Taxes. |
| 22 | S/F of 100 mm dia pvc pipe ISI Mark for drainage work |
| 23 | SFRC Medium Duity Manhole cover Size (600x600x75 mm.) i/c all |
| 24 | SFRC Medium Duty Gully Pit cover Size (300x300x50 mm.) i/c all |
| 25 | Supply and fixing of imformatory M.S.Sign board size 1.20*0.90 m , made of 18 mm gauge M.S.sheet fixed in ISA 40*40*6 mm frame supported in back side by 40*5 mm flat iron on all four side alongwith to vertical post of 2.90 m digonal bracing of size 40*5 mm flat iron , electrically weided and painted with one coat red oxide primer and 2 coat superior quality enamel paint with lettering work of required specified information also i/c fixing in trench both side C.C. 1:2:4 size 0.45*0.45*0.50 m required for proper completion of the work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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