Tender For Construction Of 3X18 Minor Bridge Approach Road And Additonal Approach Road In Gaughat On Bisuhi River At In Rajaswagram Grint In Vishansabha Gaura
Tender Value
4.50 Crore
Estimated cost
Bid Submission
22 Oct 2026
5 days left
EMD
9 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gonda → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 3X18 Minor Bridge Approach Road And Additonal Approach Road In Gaughat On Bisuhi River At In Rajaswagram Grint In Vishansabha Gaura
BOQ
| Sl. No. | Item Description |
| 1 | Providing & construction one span service road to reach Island location one pier to another piers. Depth of water 1.00 m |
| 2 | Providing & constructing temporary Island 9.00 m dia for construction of well foundation for 6.00 m dia well. |
| 3 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 4 | Plain/Reinforced Cement Concrete, M 30 Grade in Well Foundation in well curb complete as per Drawing and Technical Specification. |
| 5 | Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification. |
| 6 | Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in Falls Steining complete as per Drawing and Technical Specification. |
| 7 | Sinking of 5.0 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. 0 to 3.0 m |
| 8 | Sinking of 5.0 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. 3.0 to 10.0 m |
| 9 | Sinking of 5.0 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. 10.0 to 180.0 m |
| 10 | Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification.M-25+10% |
| 11 | Plain/Reinforced Cement Concrete M25 Grade , in Well Foundation in Intermediate and Top Plugging of well complete as per Drawing and Technical Specification.M15+10% |
| 12 | Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification. |
| 13 | Supplying, fitting and placing uncoted HYSD bar reinforcement in foundation complete as per drawing and technical specification. |
| 14 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 15 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Pier RCC Grade of M-30 |
| 16 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Abutment column RCC Grade of M-30 |
| 17 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Abutment Top beam RCC Grade of M-30 |
| 18 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Pier Cap RCC Grade of M-30 |
| 19 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Back wall / Wing wall RCC Grade of M-30 |
| 20 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Bearing pedestal RCC Grade of M-30 |
| 21 | Supplying, fitting and placing uncoated HYSD bar reinforcement in sub structure complete as per drawing and technical specification. Pier, abutment column & top beam, pier cap, Back wall / Wing wall, Bearing pedestal. |
| 22 | Supplying, fitting 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 MoRTH & H specification complete as per drawing & technical specification. |
| 23 | Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Main beam M-35 (162 ) |
| 24 | Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. X-beam M-35 |
| 25 | Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Deck-slab M-35 |
| 26 | Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Approach slab M-35 |
| 27 | Furnishing and placing cement concrete wearing coat M-30 Grade including reinforcement in super structure complete as per drawing and technical specification. C.C Wearing Coat M-35 |
| 28 | Providing and errecting a W metal beam crash barrier coprising of 3 mm thick corogated sheet metal beam rail, 70 cm above road /ground level fixed on IS MC series channel vertical post,150x175x75x5 mm spaced 2m c/c ,1.8m high ,1.1m below ground/road level all steel parts and fitments to be galvanised by hot deep prossess all fitting to conform to IS:1367:1364,metal beam rail to be fixed on the vertical post with a specer of channel section 150 x75x5mm ,330 mm long complete as per clause 810. |
| 29 | Supplying, fitting and placing uncoted HYSD bar reinforcement in super structure complete as per drawing and technical specification. Pier, abutment column & top beam, pier cap. Main & X-beam, deck slab, approach slab, Crash barrier. |
| 30 | 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 upto 50 mm 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 clause 2606 of MoRTH & H specification. |
| 31 | Drainage spouts complete as per drawing and technical specification. |
| 32 | Painting on concrete surface providing and applying two coats of water paint to unplasterd concrete surface after cleaning the surface of dirt, dust oil, grease etc. afflorescence and applaying @ 1 liter for 2 sqm. |
| 33 | Construction of RCC railing of M30 Grade in-situ with 20 mm 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 between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 34 | Laying stone boulder of 25-60 kg weight in apron with split up boulder including all material, labour and T&P etc required with proper completion of the work as per SI No. N.S. 20-4 |
| 35 | Providing and Laying stone aggregate on slope benieth boulder piching including all material, labour and T&P etc required with proper completion of the work as per S.I. No. N.S. 20-8 |
| 36 | Construction of Embankment with approved material obtained from barrow pits with all lifts upto 1.50 m transporting to site, spreading, grading to required slope and compacted to meet requirment of Table 300.1 and 300.2b with lead 1000 m as per Technical Specification Clause 301.50 |
| 37 | Construction of granular sub-base (grading-1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 38 | Providing, laying, spreading and compacting stone aggregates of 45-63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 39 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 40 | Brick edging on both side of road with first class brick 8 cm wide and 12 cm deep laid with mud mortar including all materials, labour T&P etc. complete. |
| 41 | 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/sqm using mechanical means as per Technical Specification Clause 502 |
| 42 | Providing and applying tack coat with V.G.-10 Bitumen using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 43 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. |
| 44 | 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 |
| 45 | Construction of Embankment with Material Obtained from Borrow Pits with lift upto 1.5m,transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ( for patri work ) |
| 46 | Earth work in excavation in foundation in ordinary soil (loam clay or sand) |
| 47 | Concrete with 4cm. Gauge stone ballast ,fine sand of 1.25 FM & cement in proportion 8:4:1 in foundation and floors |
| 48 | Supply and laying dry brick ballast (OBB) under and half round of the pipe |
| 49 | M15 Brick work in 1:4 one cement and Three corse sand mortar including supply of all materials, labour & tool & plants etc. required for proper completion of work. |
| 50 | Supply & laying of 100mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 51 | Struck cement pointing in 1:2 cement & fine sand motar including supply of all material, labour and T&P etc, required for proper completion of the work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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