Tender For New Construction Of Two Lane Sahawar Bypass Road In District Kasganj With 5 Year Maintenance
Tender Value
15.37 Crore
Estimated cost
Bid Submission
12 Nov 2026
12 days left
EMD
30 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kasganj → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for New Construction Of Two Lane Sahawar Bypass Road In District Kasganj With 5 Year Maintenance
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Oct-2026 | 5983/Cashier(PDK)-AC/26-27 Dt 24-10-2026 | Date | 12-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land.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 unservisable materials and stacking of servicable material to be used auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm in thickness as per 2.03 201 |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 3 | 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 (2Km Cartage) |
| 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401(A) (By Mix in Plant Method)Grading I |
| 5 | Providing Laying and spreading material on a prepared sub base adding cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base/base. |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Laying Using Grader) |
| 7 | Providing and applying primer coat with SS-2 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. |
| 8 | Dense Graded Bituminous Macadam Grading -IIProviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. in two layers. |
| 9 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 10 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% of mix and filler, transporting the hot mix to work site, laying with aq hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers to active desired compacting as per MORTH specification Clause 507 complete in all respect (MORTH 507) |
| 11 | Construction of sub-grade and earthen shoulders with approved material obtained from roadway cutting with all lifts & leads to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 12 | Earth work in excavation by mechanical means {Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil DSR 2.6.1 (DSR-177.50x0.735x106/107) |
| 13 | Providing and laying boulders Apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each as per drawing & Technical Specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 2503(15.1) |
| 14 | PCC M-15 Grade leveling course below approach slab complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 2700(14.10) |
| 15 | Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications (PCC Grade M-15). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2100 (12.8 A) |
| 16 | Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications (PCC Grade M-20) Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2100 (12.8B) |
| 17 | Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications (RCC Grade M-25). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2100 (12.8E) |
| 18 | Plain / Reinforced cement concrete in Sub structure complete as per drawing and technical specifications (RCC Grade M-25) height up to 5m. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2200 (13.5F) |
| 19 | Furnishing and placing Reinforced / prestressed cement concrete in super structure as per drawing and technical specifications (RCC Grade M-25). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1600, 1700 (14.1 B) |
| 20 | Reinforced cement concrete approach slab including reinforcement and form work complete as per drawing and technical specifications. RCC Grade M-30 (Approach slab). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1600, 1700, 2704 (14.11) |
| 21 | Providing and laying Cement concrete wearing coat M-30 Grade including reinforcement complete as per drawing and technical specifications (RCC Grade M-30). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 2702 (14.4) |
| 22 | Supplying fitting and placing Un-Coated HYSD bar Reinforcement in foundation complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1600 (12.42) |
| 23 | Supplying fitting and placing HYSD bar Reinforcement in sub structure complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1600, 2200 (13.6) |
| 24 | Supplying fitting and placing HYSD bar Reinforcement in super structure complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1600 (14.2) |
| 25 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M10 gradewith minimum cement content of 220 kg /cum (DSR-4.20.1.1) |
| 26 | Filling of Dry 40 mm Brick Ballast of in side of pipe. per PWD specification (SOR Ch-1 Si No -2 ) |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1 :4 (1 cement : 4 coarse sand) (DSR-6.1.1) |
| 28 | Providing laying and fixing of 600 mm dia NP-4 Class Spigot Hume Pipe |
| 29 | Providing laying and fixing of 1000 mm dia NP-4 Class Spigot Hume Pipe |
| 30 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) (DSR-13.31.1) |
| 31 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) (DSR- 13.1.1) |
| 32 | Lettering and painting of culvert and parapet etc. complete. |
| 33 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. SI 2 CH-27 |
| 34 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Transverse bar)Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. SI-3 CH-27 |
| 35 | Providing and Constructing of Speed Table (Tropizoidal Hump) with Bituminous Concrete with bituminous binder V.G.-30 to the required grade, level and alignment, rolling with smooth Wheeled Rollars to acheive the desired compaction as per direction of Engineer in charge. (For Single Lane) |
| 36 | Maintenance Charges for Bituminous Road PartMaintenance Charge including repair of painted surface, earthwork on patri, etc. complete as per direction of E.I. for the period of five years from the actual date of completion of work.For First Year @ Zero % |
| 37 | Maintenance for Second Year @ 0.25% of Cost of total work |
| 38 | Maintenance for Third Year @ 0.50% of Cost of total work |
| 39 | Maintenance for Fourth Year @ 0.75% of Cost of total work |
| 40 | Maintenance for Fifth Year @ 1.00% of Cost of total work Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 12 daysNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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