Tender For Resurfacing Of Roads, Cleaning And Repairing Of Drains In Kisan Abadi Plots Of Village Surajpur, Greater Noida.
Tender Value
1.50 Crore
Estimated cost
Bid Submission
24 Jul 2026
6 days left
EMD
3.01 Lakhs
Bank guarantee accepted
Document Fee
2690
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gautam Buddha Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Resurfacing Of Roads, Cleaning And Repairing Of Drains In Kisan Abadi Plots Of Village Surajpur, Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 2 | All kinds of soil (DSR-18/2.28.1/AR) |
| 3 | Tractor with trolley including POL & driver. (SOR-20/S.No-19/Chapter-2) |
| 4 | Supply of labour. ( Based on SOR-20/SN-12/Chapter-2) |
| 5 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 6 | Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required (DSR-18/2.24.1/AR) |
| 7 | Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C)) |
| 8 | Supplying and stacking at site. (DSR-18/16.3) |
| 9 | 90mm to 45 mm size stone aggregate (DSR-18/16.3.1) |
| 10 | 63mm to 45 mm size stone aggregate (DSR-18/16.3.2) |
| 11 | 53mm to 22.40 mm size stone aggregate (DSR-18/16.3.3) |
| 12 | Supplying and stacking at site.: Moorum. (DSR-18/16.3.10) |
| 13 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. |
| 14 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1) |
| 15 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . (DSR-18/16.4) |
| 16 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (MORTH 502/5.01/A(i)) |
| 17 | Providing and applying tack coat with bitumen grade of VG-10 using pressure distributor at the rate of 0.25 Kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH 5.02/503) |
| 18 | Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-30 @4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve to desired compaction as per MORTH Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B)) |
| 19 | 40mm compacted thickness with bitumen perpetration of [email protected]% by weight of total mix. (MORTH-/5.05/505(B)) |
| 20 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder [email protected]% of mix and filler transporting the hot mix to work site laying with hydrostatic paver finsher with sensor control to the required grade, level and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORTH specification clause 507 complete in all respect (MORTH/507(B)/5.05) |
| 21 | 30mm compacted thickness with bitumen peretration of [email protected]% by weight of total mix |
| 22 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 23 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 24 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 25 | M-150 brick work in 1:4 cement & fine sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305)Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) |
| 26 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) |
| 27 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279)Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) |
| 28 | Road marking with Hot applied Thermoplastic compound with reflectorising Glass beads on Bituminious surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (SOR-2020/New item/Sr.No.19.01) |
| 29 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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