Tender For Construction Work Of Minor Bridge At Km-2 Of Motebaba Link Road Dis
Tender Value
2.72 Crore
Estimated cost
Bid Submission
29 Sep 2026
7 days left
EMD
15.60 Lakhs
Bank guarantee accepted
Document Fee
2715
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kheri → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Minor Bridge At Km-2 Of Motebaba Link Road Dis
BOQ
| Sl. No. | Item Description |
| 1 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ u angle under remed piles cap in M-25 cement concrrete, to carry a safe working load not less than specified exluding the cost of steel reinforcement but incuding the cost of boring wiith bentonite solution and the length of the pile to be embedded in pilee cap e.t.cx all complete (Length of pile for payment shall be measured upto to the bottom of (pile cap)500 mm Dia pile DSR 20.1.3 |
| 2 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platfrom by Kentledge/Anchor piles method and preparation of pile head or construction of tesr cap and dismantling of test capo after vtest etc. complete as per speciufication & the direction Of Engineer in charge.Note: 1 Intial and Routine Load Test Shall not be carried out by Dynamic mthod of tsting Note:2 Testing agency shall submit the design og loading for the approval of Engineer-in-ChargeSingle pile upto 50 Tonne Safe capcitylnitial Testt (Test load 2.5 times the safe capcity) |
| 3 | Roountine test ((Test load 1.5 times the safe capcity) |
| 4 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 5 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days Under Pile Cap. |
| 6 | Providing and laying reinforced cement concrete M 25 grade in Foundation (in Pile cap) as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 7 | M 25 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment/columns |
| 8 | M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure wing walls |
| 9 | M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure |
| 10 | Supplying fitting and placing HYSD bar reinforcement in Foundation complete as per drawing and Technical Specifications clauses 1000 and 1202 |
| 11 | Supplying fitting and placing HYSD bar reinforcement in Foundation complete as per drawing and Technical Specifications clauses 1000 and 1202 |
| 12 | Supplying fitting and placing HYSD bar reinforcement in Sub structure complete as per drawing and Technical Specifications clauses 12.6 |
| 13 | Supplying, Fitting and Placing HYSD bar Reinforcement in Super Structure complete as per Drawing and Technical Specifications and clause 13.2-1600 of MORTH Specifications |
| 14 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 15 | Premoulded joint filler 12 mm thick for expansion joints in CC pavements / roads ( 380x0.735x106/107) |
| 16 | Drainage Spouts complete as per drawing and Technical specification 100 mm dia |
| 17 | Providing weep holes in brick masonary abutment ,wing wall and return wallwith 110 mm diaP.V.C.Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face . complete as per drawing and technical specification. |
| 18 | Plain cement concrement 1:3:6 nominal mix in Sub Structure with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. |
| 19 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications |
| 20 | Separation membrane of impermeable plastic sheeting 125 micron thick (used as vapour barrier) ( 15x0.735x106/107) |
| 21 | Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete. |
| 22 | Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete. |
| 23 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. |
| 24 | DiversionConstruction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . |
| 25 | Brick bats filling in fundaction for making firm ground including all complit as per direction of E/I As Per SOR Chepter-1 SI No.2(C) |
| 26 | Supply and laying of RCC Hume pipe 1000mm dia including cost of all material, carriage upto site, loading and unloading, all labour and taxes, work complete as per direction of E/I for cross drainage in route diversion. |
| 27 | Brick soiling with straight over burnt brick laid on edge and dry brick edging on both sides including preparation of sub grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including all labour T&P etc required for proper completion of work.As Per SI No 762(b) |
| 28 | Approch RoadConstruction 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. |
| 29 | Providing laying and spreading material on a prepared sub grade adding cement@2% by weight to the spread material manually mixing in place with rotavator and compacting with rhe road foller at OMC to achieve the desired unconfined compressived strength and to from a layer of sub-base. MoRTH Spec 403 |
| 30 | Providing laying and spreading material on a prepared sub base cement @4% by ewight to rhe spread meterial manually mixing in place with rotavator and compacting with the road roller at OMC to achueve the desired unconfined compressive strength and to form a layer of base MoRTH Spec 405 |
| 31 | Providing and laying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.35 Kg. (as per UPPWD) Per sqm on the prepared primed granular surface cleaned with mechanical broom |
| 32 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade 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 as per Technical Specification Clause 5.9-508 |
| 33 | 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 5.12-510. |
| 34 | Protection WorksProviding and laying filter material undermeath pitching in slopes complete as per drawing and technical specification. |
| 35 | Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification |
| 36 | Road safety Type - A, \\"W\\": Metal Beam Crash Barrier (8.23) Providing and erecting a W\\" metal beam crash barrier comprising of 3 m thick corrugated sheet metal beam rail, 07cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 5 7 x 5 m spaced 2 m centre ot centre, 8.1 m high, 1.m1 below ground/road level, al steel parts and fitments ot be galvanised by hot dpi process, al fittings ot conform ot IS:1367 and SI: 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 |
| 37 | Hazard BoardProviding 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 |
| 38 | Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at |
| 39 | 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 75mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45cm x 45cm x 60cm, 60 cm below ground level as per approved drawing. (Single chevron) 155x60 cm as per lucknow circle SOR rate. 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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