Tender For Construction Of 2X16 M Span Well Foundation Minor Culvert And Approach Road At Kaptanganj-Siswa -Nichlaul-Thuthibari-Nautanwa Road. (Mdr) In Km. 69 Mahaw Nala In Place Of Old Setu. (1/2)
Tender Value
2.83 Crore
Estimated cost
Bid Submission
25 Sep 2026
6 days left
EMD
16.15 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
Maharajganj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 2X16 M Span Well Foundation Minor Culvert And Approach Road At Kaptanganj-Siswa -Nichlaul-Thuthibari-Nautanwa Road. (Mdr) In Km. 69 Mahaw Nala In Place Of Old Setu. (1/2)
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the-Engineer-in-charge within a distance of 60 m (200ft.) as per PWD S.No. 692 (GST will be paid extra as applicable but including labour cess) |
| 2 | Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 m. as per PWD S.NO. 694 (GST will be paid extra as applicable but including labour cess) |
| 3 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412 and MoRD Sr. No. 4.18 (GST will be paid extra as applicable but including labour cess) |
| 4 | Prividing and laying RCC Hume Pipe NP-3 1000mm dia including Collars/spigot and Sockets type joints, confirming to BIS Specification as per S.I. 458:203 Chapter-1 Sr. No. 60(C) (GST will be paid extra as applicable but including labour cess) |
| 5 | 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 & MoRTH Sr N0-3.16 (GST will be paid extra as applicable but including labour cess) (Cartage Earth) |
| 6 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401 (B) & MoRTH Sr. No. 4.01 (GST will be paid extra as applicable but including labour cess) |
| 7 | Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406 & MoRTH Sr. No. 4.14 (GST will be paid extra as applicable but including labour cess) |
| 8 | Providing and applying primer coat with bitumen/Emulsion (SS-1) 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. As per MORTH Specification 502 (I) & Sr. No. 5.01 (Including Cost of Emulsion, labour cess but GST will be paid extra as applicable) |
| 9 | Providing and laying dense graded bituminous macadam Grade-II with Higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.50 percent by weight of total mix and filler, fransporting 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 (B) & Sr. No. 5.04 Complete in all respects. (Including Cost of Bitumin, labour cess but GST will be paid extra as applicable) |
| 10 | Providing and applying tack coat with bitumen (VG-10) grade using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORTH Specification 503 (i) & Sr. No. 5.02 (Including Cost of Bitumin, labour cess but GST will be paid extra as applicable) |
| 11 | Providing and laying bituminous concrete Grade-II with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.40 percent of 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. 507 (B) & Sr. No. 5.05 complete in all respects. (Including Cost of Bitumin, labour cess but GST will be paid extra as applicable) |
| 12 | Providing and constructing one span service road to reach island location from one pier location to another pier location as per MoRTH Specification 1200 (C) & Sr. No. 12.09 (Including labour cess but GST will be paid extra as applicable) |
| 13 | Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 5.5 m dia. Well. as per MoRTH Specification 1200 (A)& Sr. No. 12.09 (Including labour cess but GST will be paid extra as applicable) |
| 14 | Providing and laying cutting edge of miled steel for well Foundation complete as per drg. And tech.Sps. as per MoRTH Specification 1200 & 1900 and Sr. No. 12.10 (Including labour cess but GST will be paid extra as applicable) |
| 15 | Plain/Reinforced Cement Concrete in Well Curve complete as per Drawing and Technical Specifications. M-30 as per MoRTH Specification 1500, 1700, 2200 A(III) & Sr. No. 12.11 (Including labour cess but GST will be paid extra as applicable) |
| 16 | Plain/Reinforced Cement Concrete in Well Steining complete as per Drawing and Technical Specifications. M-30 as per MoRTH Specification 1500, 1700, 2200 B (vi) & Sr. No. 12.11 (Including labour cess but GST will be paid extra as applicable) |
| 17 | Plain/Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. False Steining M-15 as per MoRTH Specification 1500, 1700, 2200 A case II & Sr. No. 12.11 (Including labour cess but GST will be paid extra as applicable) |
| 18 | Plain/Reinforced cment cone , in well found,compl, as per drawing and technical. C.Bottom Plugging M-25 as per MoRTH Specification 1500, 1700, 2200 C (ii) case I & Sr. No. 12.11(Including labour cess but GST will be paid extra as applicable) |
| 19 | Plain/Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. Intermediate plug M-20 as per MoRTH Specification 1500, 1700, 2200 D (i) case I & Sr. No. 12.11 (Including labour cess but GST will be paid extra as applicable) |
| 20 | Plain/Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. well cap M-30 as per MoRTH Specification 1500, 1700, 2200 F (iii) Case-I & Sr. No. 12.11 (Including labour cess but GST will be paid extra as applicable) |
| 21 | Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. upto 3.00 mtr depth as per MoRTH Specification 1200 A (I) & Sr. No. 12.12 (Including labour cess but GST will be paid extra as applicable) |
| 22 | Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Beyound 3.00 mtr to 10 mrt depth as per MoRTH Specification 1200 A (II) & Sr. No. 12.12 (Including labour cess but GST will be paid extra as applicable) |
| 23 | Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 10.00 mtr to 20 mrt depth as per MoRTH Specification 1200 A (III) & Sr. No. 12.12 (Including labour cess but GST will be paid extra as applicable) |
| 24 | Supplying, fitting and placing uncoated HYSD bar reinforcement in Foundation complete as per drawing and technical specifications as per MoRTH Specification 1600 & Sr. No. 12.42 (Including labour cess but GST will be paid extra as applicable) |
| 25 | Sand filling in Wells complete as per Drawing and technical specification as per MoRTH Specification 1207 & Sr. No. 12.21 (Including labour cess but GST will be paid extra as applicable) |
| 26 | Plain/Reinforced Cement Concrete in Sub-Structure complete as per Drawing and Technical Specifications. Grade M-30 as per MoRTH Specification 1500, 1700 & 2200 G Case-I & Sr. No. 13.05 (Including labour cess but GST will be paid extra as applicable) |
| 27 | Supplying, fitting and placing uncoated HYSD bar reinforcement in Sub Structure complete as per drawing and technical specifications as per MoRTH Specification 1600, 2200 & Sr. No. 13.06 (Including labour cess but GST will be paid extra as applicable) |
| 28 | Supplaying, fiting and Fixing in position true to line and level elastomeric bearing conforming to be as per IRC 83 part II section IX Clause 2005 of MoRT & H Specification compl. as per. Drawing and technical. 500mmx320mmx84mm as per MoRTH Specification 2000 & 2200 Sr. No. 13.16 (Including labour cess but GST will be paid extra as applicable) |
| 29 | Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification. RCC/PSC Grade M40 for Beam, Deck Slab etc in Super Structure. as per MoRTH Specification 1500, 1700 & 1600 E (ii) Sr. No. 14.01 (Including labour cess but GST will be paid extra as applicable) |
| 30 | Furnishing and placing Cement concrete wearing coat M-30 Grade including reinforcement in super structure complete as per drawing and technical specification. as per MoRTH Specification 2702 Sr. No. 14.04 (Including labour cess but GST will be paid extra as applicable) |
| 31 | Plain Cement Concrete M15 Grade leveling course below approach slab complete as per Drawing and Technical Specifications. PCC Grade M-15 as per MoRTH Specification 2700 Sr. No. 14.10 (Including labour cess but GST will be paid extra as applicable) |
| 32 | RCC approch slab including reinforcement and formwork complete as per drawing and technical specification. 1) RCC Grade M-30 as per MoRTH Specification 1500, 1700 & 2704 Sr. No. 14.11 (Including labour cess but GST will be paid extra as applicable) |
| 33 | Construction of RCC railing of M 30 grade in -situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm leaving adequate space as per MoRTH Specification 2703, 1500, 1600 & 1700 Sr. No. 14.07 (Including labour cess but GST will be paid extra as applicable) |
| 34 | Supplying fitting and placing HYSD bar reinforcement.in Super Strcture complete as per drawing and technical specifications as per MoRTH Specification 1600 Sr. No. 14.02 (Including labour cess but GST will be paid extra as applicable) |
| 35 | Drainage Spouts complete as per drawing and Technical specification. as per MoRTH Specification 2705 Sr. No. 14.09 (Including labour cess but GST will be paid extra as applicable) |
| 36 | Providing & applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease effloresecence and applying paint @ 1 litre for two sqm. as per MoRTH Specification 800 Sr. No. 14.16 (Including labour cess but GST will be paid extra as applicable) |
| 37 | Back filling behind abutment wing wall & Returnwall Complete as per drawing & technical specification as per MoRTH Specification 710.1.4 OF IRC:78 & 22 Sr. No. 15.23 (Including labour cess but GST will be paid extra as applicable) |
| 38 | Elastomeric Slab seal expension joint providing and laying of elastoric slab seal joint catering to right of skew (less than 20 Deg.) Moderately curved with Maximum horizontal Movement up to 50mm complete as per drawing and standerd specification to be installed by the Manufacture / Supplier or. their authorize representative ensuring compliance to the Manufacture's instruction for installation and claues2606 of MoRT & H spcification. as per MoRTH Specification 2605 & Sr. No. 14.19 (Including labour cess but GST will be paid extra as applicable) |
| 39 | Earth work in excavation of foundation of structure as per drawing and technincal specification including setting out construction fo shoring and bracing, removal of stumps and others deleterious matter, dressing of sites and bottom and back filling with approved material. as per Specification 304B (i) and Sr. No. 12.01 (GST will be paid extra as applicable but including labour cess) |
| 40 | Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighting not less than 40 kg each. As per MORTH Specification 2503 & Sr. No. 16.02 (Including labour cess but GST will be paid extra as applicable) |
| 41 | Providing and laying filter Material under neath pitching in slopes complete as per drawing and Technical specifications 2504 A & MoRTH Sr No. 16.05 (Including labour cess but GST will be paid extra as applicable) |
| 42 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 2504 A & MoRTH Sr No. 16.04 (Including labour cess but GST will be paid extra as applicable) |
| 43 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (Including labour cess but GST will be paid extra as applicable) |
| 44 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 : 2012 & Proof of the same in form of government report shall be uploaded while quoting tender. (Including labour cess but GST will be paid extra as applicable) |
| 45 | Providing and Laying of hot applied thermoplastic compound 5.0mm thick including refectorising glass beads @ 250 gms per Sqm. Area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 The finished surface to be level uniform and free from streaks and holes. (Including labour cess but GST will be paid extra as applicable) |
| 46 | Supply and fixing of 3M-Marker series 290 or equivalent cat Eyes in size of not more than 130mm and height not exceeding 20mm made up of strong engineering polymer thermoplastic polyurenthane with electronic welded lenses for retro reflective dry and wet weather condition along with btuminious adhesive BT-69 (3M) as per direction of Engineer-in-Charge including cost of fixing and all taxes complete. (Including labour cess but GST will be paid extra as applicable) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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