Tender For Estimate For Cement Concrete Lining Of Keriyan Minor (With 20% Enhancement) Slice Rd 0-22800
Tender Value
2.80 Crore
Estimated cost
Bid Submission
15 Sep 2026
8 days left
EMD
5.60 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Firozepur → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Cement Concrete Lining Of Keriyan Minor (With 20% Enhancement) Slice Rd 0-22800
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer, Fazilka Canal & ground water Division, WRD Punjab, Ferozepur. Name of Work: Estimate for Cement Concrete Lining of Keriyan Minor (with 20% Enhancement) Slice RD 0-22800 Contract No: 01632 292604 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # SRNo. Item Description Item Code / Make Aprox. Quantity Units Estimated Rate inRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Laying LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge. |
| 3 | Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m. |
| 4 | Dressing of earthwork for new work or remodeling work Unit |
| 5 | E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation. (For Sleepers) |
| 6 | Dismantling of brick Masonry in cement |
| 7 | Dismentling of Coping |
| 8 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (Vertical or battering) |
| 9 | Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge. |
| 10 | Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. |
| 11 | Filling expansion joints with special impervious hot pour 12.5 mm wide. |
| 12 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) |
| 13 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. |
| 14 | Excavation of soil using hydraulic tractor trolley including cutting and loading in trolley and transporting to the embankment location with all lifts and leads |
| 15 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. |
| 16 | Providing contraction/Construction joint with sealing compound after apply hot primer coat including supply & Carraige of Material complete in all respect |
| 17 | Ordinary Jungle Clearance of both banks running Minor (Discharge upto 1.5 Cum ) |
| 18 | Cement concrete lining 75mm thick or less (60 mm thick) laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) Without mechanical concrete paver |
| 19 | Providing and laying cement concrete (M-15) for coping & Sleepers mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.40) |
| 20 | Laying cement concrete 1:3:6 (M-10) with stone ballast or shingle I/c supply and carriage of material at site of work complete in all respect |
| 21 | Laying R.C.C. M- 20 excluding steel reinforcement but including centering and shuttering and vibrating the concrete (precast concrete ) In foundation & plinth |
| 22 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 23 | Dismantling concrete Plain 1:4:8 |
| 24 | Dismantling brick work, tile masonry or tile lining (in cement mortar). |
| 25 | Dismantling concrete RCC |
| 26 | Earth work in Excavation in of foundation of structure as per drawing and technical specification , including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter DEPTH UP TO 3 MTR |
| 27 | CCM-15 plain/ Reinforced Cement Concrete in open Foundation complete as per drawing and specifications. |
| 28 | R.C.C M25 in open Foundation complete as per drawing and specifications. |
| 29 | R.C.C M30 in open Foundation complete as per drawing and specifications. |
| 30 | Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-30 for solid slab by using concrete Mixture ht.upto 5 m as per Drawing and Technical specification including shuttering & centering |
| 31 | Reinforcement Cement concrete Approach Slab using M-30 GRADE concrete including Reinforcement and form works complete as per drawing and technical specification |
| 32 | Providing and fixing drainage spout complete as per drawing and Technical specification. |
| 33 | Provision of an Reinforced cement concrete crash barrier at the edges of the bridge , road , approches to the bridge structure and medians constructed with m-40 grade concrete as per dimension as per instruction of enginner incharge exculding steel reinforcement |
| 34 | Providing and filling joint sealing compound as per drawing and Technical specifications with coarse sand and 6 % bitumen by wight -20 mm depth |
| 35 | Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per clause 6.9 of IRC 67-2012 for retro reflective sheeting |
| 36 | Informatory sign board 800 x 600 mm square as per IRC 67 - 2001 with retro reflective high intensity microprismatic gradecomplete as per technical clause 801 MORT&H specifications. |
| 37 | Mandatory sign board 900 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade complete as per technical clause 801 MORT&H specifications. |
| 38 | Advance Direction sign board 1200x1200mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per clause 6.9 of IRC 67-2012 for retro reflective sheeting &a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . |
| 39 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade as per clause 801 of MORT&H specifications |
| 40 | Rehandling of E/work |
| 41 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 42 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 43 | Providing, Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects. (As per Dewatering Plan attached) |
| 44 | Making bore and installation of pumping set for dewatering arrangements complete in all respects. as per Dewatering Plan attached) |
| 45 | Cement concrete (M-10)1:3:6 mixing by mechanical means using concrete mixer volumetric type |
| 46 | Laying Reinforced cement concrete (M-30) in super structure as per drawing and Technical specifications. (Height upto 5 m) |
| 47 | Providing weep holes in brick masonry/Reinforced concrete abutment, wing wall/return wall with 100 dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Drawing and Technical Specifications. |
| 48 | Excavation in soil using Hydraulic JCB and hydraulic tractor trolley with disposal upto 450 m i/c cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and x-sections and transporting to the enbankment locations with all lifts and leads. |
| 49 | Providing Tractor 24 HP for running 4 x 4 inch pumping sets for open dewatering |
| 50 | Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With 'H' UPTO 0.5 m. |
| 51 | Earth work involved in dismantling gullet walls of outlets for adjusting 'Y' of A.P.M. or 'B' of open flume outlets:- With 'H' UPTO 0.5 m. |
| 52 | Extra labour for dressing of bricks on Open Flume and A.P.M type Outlets With 'H'UPTO 0.5 m. |
| 53 | Adjusting A.P.M. to the correct 'Y' and fixing in position:- Extra over item No. 20.4 In case of old outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. 'B' of the outlet upto 30m.m. With 'H' UPTO 0.5 m. |
| 54 | Cement Conc 1:4:8 mechanically mixed with stone ballast 40 mm gauge using concrete mixer volumetric type |
| 55 | 1st Class burnt Brick work laid in csm1:4 in foundation & Plinth |
| 56 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect. in Foundation & Plinth |
| 57 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 58 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-19760.32 ft = (min wt 72 kg) |
| 59 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-19760.20 ft = (min wt 65 kg) |
| 60 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-19760.25 ft = (min wt 68 kg) |
| 61 | Dismantling outlets including removal of dismantled material involving lead upto 100 metres channel discharge Exceeding 6 Cum/s but upto 10 Cum/s |
| 62 | Laying Iron Pipe for Outlets |
| 63 | Earth work for dismantling or construction of new pipe or barrel type outlet ( including excavation , refilling, consolidation and dressing ) |
| 64 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (M-25)Using Concrete Mixer. |
| 65 | Any Other Item Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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