Tender For Estimate For cement concrete Lining Of Akash Disty From Rd 11800-20000 Including Other Allied Works.
Tender Value
3.33 Crore
Estimated cost
Bid Submission
16 Sep 2026
13 days left
EMD
6.67 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
Fatehgarh Sahib → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For cement concrete Lining Of Akash Disty From Rd 11800-20000 Including Other Allied Works.
BOQ
| Sl. No. | Item Description |
| 1 | Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge upto 1.5 cumecs. |
| 2 | Excavation of soil (any type) using hydraulic excavator and CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 30 mtr. |
| 3 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads (excluding royality.) |
| 4 | Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing including cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions |
| 5 | Dressing of Earthwork (New work or remodeling work.) |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth |
| 7 | 1.5 ms but upto 3.0 ms. |
| 8 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. |
| 9 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 10 | Dag Belling single kassi stroke complete in all respect |
| 11 | Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 12 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)(For Side Slopes) |
| 13 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)(For Coping) |
| 14 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Sleepers) |
| 15 | Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications. |
| 16 | Filling Contraction Joint with sealing compound complete in all respect |
| 17 | Filling expansion joints with special impervious hot pour 12.5 mm wide |
| 18 | Extra bitumen painting at 0.69 per sqm (on sleeper) . Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 19 | Providing & laying 250 mm wide LDPE Film 150 micron over sleepers |
| 20 | Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing ) |
| 21 | Adjusting check plates of open flume outlet to correct 'B' and fixing at site flush with the gullet walls :- In case of new outlets where no dismantling and reconstructing of gullet walls is involved. |
| 22 | Adjusting new APM Block in correct \\"y\\" & fixing in position (in case of new outlet where no dismentling and reconstructing of gollet wall is involved |
| 23 | Laying cement concrete 1:4:8 with gauge 40mm mixing by mechanical means using concrete mixer volumetric type. |
| 24 | First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth |
| 25 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 26 | Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete |
| 27 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 28 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.40 ft= 12.2 cm (min wt 76 kg)) |
| 29 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.25 ft= 7.6 cm (min wt 68 kg)) |
| 30 | Plain/Reinforced cement concrete (RCC Grade M10 ) in sub-structure complete as per drawing and Technical Specifications |
| 31 | Plain/Reinforced cement concrete (RCC Grade M15 ) in sub-structure complete as per drawing and Technical Specifications |
| 32 | (PCC Grade M-15) in Foundation complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump |
| 33 | Plain/Reinforced cement concrete (RCC Grade M-20 ) in sub structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump including centring and shuttring. |
| 34 | Plain/Reinforced cement concrete (RCC Grade M-25 ) in sub structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump including centring and shuttring. |
| 35 | Plain/Reinforced cement concrete (RCC Grade M 30 ) in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500, 1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump Height up to 5m including centring and shuttring. |
| 36 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications |
| 37 | Providing,Laying, fixing & jointing of P.V.C. Pipesasper ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge)along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 160mmo/d PVC pipe of 4 Kgf. / sqcm |
| 38 | Filling Stone or Spall (on Level) |
| 39 | Earth work in excavation of foundation of structures as per drawing and technical specification, includingsetting out, construction of shoring and bracing, removal of stumpsandotherdeleterious matter,dressingof sidesand bottom and backfilling with approved material. Ordinary soil,Manual Means, Depth up to 3 m |
| 40 | Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 41 | Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 42 | Dismantling Reinforced Cement Concrete. |
| 43 | Furnishing and Placing Reinforced cement concrete in super- structure as per drawing and Technical Specification for RCC M-40 grade for anti crash barrier, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. |
| 44 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 45 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications |
| 46 | Painting on concrete surface Providing and applying 2 coats |
| 47 | Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) |
| 48 | Painting New letters and figures on black synthetic enamel paint to an even shade on surface |
| 49 | Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications |
| 50 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & MoRT&H Specification. |
| 51 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 110mm o/d PVC pipe of 2.5 Kgf. /sqcm |
| 52 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or lass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. |
| 53 | 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 CSR 24.44 (ai) |
| 54 | Definition Plate 600x200mm rectangular as per 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. |
| 55 | Mandatory sign board 900mm circular 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. |
| 56 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, |
| 57 | 400 mm i/d pipe lines laid complete |
| 58 | class pn 1.6 400mm sluice valve flanged |
| 59 | SUPPLY AND LAYING DRY BRICK ballast |
| 60 | Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 |
| 61 | Supply of Structural steel, MS Plate, ISMB, ISMC ,ISA, Square bar of required length and sizes of reputated brands to the site of work like SAIL, TATA, VIZAG, JINDAL |
| 62 | Providing and Fixing of S.S plate asper drawing and directions given by engineer in charge |
| 63 | Providing and fixing of skin plate |
| 64 | Providing & fixing in position o 75 mm Ø x 10 mm Th. Bottom seal |
| 65 | Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satifaction of Engineer in charge.100/4 |
| 66 | Providing & fixing of Galvanized nut & bolts of all size & length required |
| 67 | CI Housing cover with worm & worm Wheel Assembly, shaft, Handle G.M Bust with triple start threading inside for Spindle complete including labour charges. |
| 68 | Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. - 40mm i/d G.I. Union |
| 69 | Fillet welding with high strenght steel rods complete in all respect and to entire satisfaction of engineer in charge 6 mm wide |
| 70 | Painting two or more coats with anticorrosive bitumastic Paint to give an even shade |
| 71 | Applying priming coat with metal primer on new steel or iron work including preparation of surface |
| 72 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shade on wood work, metallic or plasterd cement surface to give an even shade |
| 73 | Supply of multipurpose synthetic grease complete in all respect d to entire satisfaction of engineer - in - charge |
| 74 | Supply of multigrade Mobil-oil 10w-40 or 10w-50 complete in all respect d to entire satisfaction of engineer - in - charge |
| 75 | Commisioning and testing of gates at site complete in all respects to entire satisfaction of engineer in charge |
| 76 | Providing and fixing bright finished brass door latch with necessary screws etc complete 250x 16 x 5 mm |
| 77 | instaling of Gates & Gearing arrangement with crane 35 Ton cpacity |
| 78 | Supply of GI hollow pipe of any size |
| 79 | Providing and fixing of chequred plate |
| 80 | MS drive shaft 6 ft long 1.5 inch dia with adjusting coupling complete 55 mm dia |
| 81 | Soil Investigation RD 19900 (Head cum Cross Regulator) |
| 82 | Design Charges for Drawing of Structure Head cum Cross Regulator RD 19900 of Akash Disty |
| 83 | Basic rate of ordinary earth/clay taken from land but excluding royalty Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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