Tender For Annual Rates For Works Of National Highway No. 147 Km. 0/00 To 44/040 (Chiloda-Gandhinagar-Sarkhej Highway) For Providing Various Machineries, Quarry Materials And General Road Maintenance Items In Jurisdiction Of Dy. Ex. Engr., N. H. Sub
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Aug 2026
3 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ahmedabad → Gujarat
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender for Annual Rates For Works Of National Highway No. 147 Km. 0/00 To 44/040 (Chiloda-Gandhinagar-Sarkhej Highway) For Providing Various Machineries, Quarry Materials And General Road Maintenance Items In Jurisdiction Of Dy. Ex. Engr., N. H. Sub Dn., Gandhinagar.
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning & grubbing road land incl. uprooting rank vegitation grass, bush, shrubs,sapling & Hector trees of girth up to 300 mm.& removal of stumps disposal of unservicable material up to 100 m. from road boundary. (i) (A) by mannual means in area of light jangle. |
| 2 | Cleaning & grubbing road land incl. uprooting rank vegitation grass, bush, shrubs,sapling & trees of grith up to 300 mm.& removal of stumps disposal of unservicable material up to 100 m. from road boundary. (ii) (B) by mechanical means (JCB) in area of throny jungle. |
| 3 | Preparing surface by Brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunney bags to remove all loose dirt etc.(ii) Black top surface. |
| 4 | Brick masonry work in cement mortar 1:6 in foundation complete up to depth of 1.5 meter below ground level & above 1.5 from bed / ground level excluding pointing and plastering, as per drawing and technical specifications. |
| 5 | Plastering with cement mortar (1:3 ) on brick work in sub structure as per Technical specifications. |
| 6 | White washing with lime on undecorated / decorated wall surface (two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar drops & other foreign matter. |
| 7 | Painting Two Coats on New Concrete Surfaces : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. |
| 8 | Painting on Steel Surfaces : Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade. |
| 9 | 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 A- Stones/Bloulders. |
| 10 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg. each complete as per drawing and Technical specification. Boulder laid dry without wire crates. |
| 11 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 12 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row : Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (1000mm Dia). |
| 13 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row : Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (1200mm Dia). |
| 14 | Cast in situ cement concrete M-20 kerb with channel : Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M-10 grade foundation 150 mm thick in PCC M-20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. A. Using Concrete Plant |
| 15 | Cast in Situ Cement Concrete M20 kerb : Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. A. Using Concrete Plant. |
| 16 | Kilo Metre Stone : Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (A) 5th kilometre stone (precast) |
| 17 | Kilo Metre Stone : Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (B) Ordinary Kilometer stone (Precast) |
| 18 | Kilo Metre Stone : Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (C) Hectometer stone (Precast) |
| 19 | Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100 mm x 50 mm : Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings. |
| 20 | Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level : Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing. |
| 21 | Reinforced Cement Concrete Crash Barrier : Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. (i) M25 Grade of Concrete. |
| 22 | Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. |
| 23 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. |
| 24 | Hire charges for JCB machine for removal of Earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of operators, POL etc. Hydraulic Excavator of 0.9 cum bucket. |
| 25 | Hire charges for tractor with trolly / blade on front and cultivator on back including Diesel, oil, operator, helper etc. comp. for earth work, carriage, removal of debris etc. |
| 26 | Hire charges for Hydraulic Excavator / Hitachi or equivalent machine / Crawler Mounted Excavator (Bucket Capacity 1.2 cum) for removal of Earth, debris, trees, plants, advertisement hoarding and other civil work etc. comp. including charges of operators, POL etc. |
| 27 | Wet Mix Macadam laying Using Grader(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers (Two layers) with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 28 | Granular Sub-Base with Close Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. ( Grading-I ) |
| 29 | PCC 1:3:6 in Foundation : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 30 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification |
| 31 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy. |
| 32 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. (a) Cement Grout. |
| 33 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. (b) Cement mortar (1:1) Grouting. |
| 34 | Repair of crash barrier : Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concrete after erection of proper form work. |
| 35 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M15 2. Height upto 5m. |
| 36 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M20 2. Height upto 5m. |
| 37 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M25 2. Height upto 5m 3. With Batching Plant, Transit Mixer and Concrete Pump. |
| 38 | Excavation for Structures : 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 1. Ordinary Soil 2. Manual Means (Depth upto 3 m) |
| 39 | Excavation for Structures : 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 1. Ordinary Soil 2. Mechanical Means (Depth upto 3 m) |
| 40 | Excavation for Structures : 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 1. Ordinary rock (not req. blasting) 2. Manual Means (Depth upto 3 m) |
| 41 | Excavation for Structures : 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 1. Ordinary rock (not req. blasting) 2. Mechanical Means. |
| 42 | Supplying of graded Machine Crushed metal of following size as directed including all taxes & royalties and filling mesaure boxes with all lead and lift etc. complete (3) Machine crushed Metal 45mm to 63mm size to work site of NH147. |
| 43 | Supplying and stacking Scrrening of size 13.20 mm of approved quality on road site including taxes and royalties and filling measure boxes with all lead and lift etc. complete. to work site of NH147. |
| 44 | Supplying, Fitting and Placing un-coated TMT bar Fe 550 D Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 45 | Engaging Vibratory Soil Compactor including hire charges, loading, unloading, labour charges, diesel, drivers etc. complete upto Taluka limit as per instructions of Engineer in charge. |
| 46 | Cutting of trees, excluding removal of stumps and roots of trees : Cutting of trees, trunks and branches excluding removal of stumps and roots of trees and stacking of serviceable material with all lifts and up to a lead of 1000 mtrs. Girth from 300 mm to 600 mm. |
| 47 | Cutting of trees, excluding removal of stumps and roots of trees : Cutting of trees, trunks and branches excluding removal of stumps and roots of trees and stacking of serviceable material with all lifts and up to a lead of 1000 mtrs ) Girth from 600 mm to 900 mm. |
| 48 | Cutting of trees, excluding removal of stumps and roots of trees : Cutting of trees, trunks and branches excluding removal of stumps and roots of trees and stacking of serviceable material with all lifts and up to a lead of 1000 mtrs. Girth from 900 mm to 1800 mm. |
| 49 | Cutting of trees, excluding removal of stumps and roots of trees : Cutting of trees, trunks and branches excluding removal of stumps and roots of trees and stacking of serviceable material with all lifts and up to a lead of 1000 mtrs. Girth above 1800 mm. |
| 50 | Supplying and erecting street light pole bracket comprising main B class MS pipe of 4.2 cm require outside dia complete with suitable B class M.S. sleeve tubing of approx. 45 cms/length and suitable for 76.5 mm /80 mm/ require size of pole top having nuts and bo;ts for fixing the brackets and having spread of 0.5 mtr length with 110 deg. with verticle plane and suitable welded stiffner reducer and nipple with check nut complete painted with one coat of red oxide / PU base primer and two coats of Aluminum / PU paint with following nos. of arms. (A) single arm bracket 0.5 mtr. |
| 51 | Supplying and erecting approved make octagonal pole made from HR sheet steel. The pole should be made as per IS. and shall be coated with hot dip galvanized as per IS 2629/2633/4759, suitable suspended local wind speed with integral junction box consist of terminal plate of min 6mm Hylam sheet, standard profile 35mm*7.5mm Din-Rail for MCB mounting, stud type terminal and arrangement for cable termination to be erected with suitable foundation (Included) as per details given by manufracture considering site requirement (i)10 mt longh 70 mm Top * 175 mm bottom dia 4 mm thickness with 275mm× 275mm × 16 mm Base plate, 4-M24 Bolts and 750mm long J-bolt Approx pole weight 145 kg. |
| 52 | Providing and erecting, heavy duty flood light integral luminaire comprises die cast aluminium body with heat resistant toughned front glass, sillicon rubber, gasket, anodised reflector hot deep powder coated cradle clamp with suitable size of necessary build in control gear complete with lamp. LED street light / Flood light fittings with one number 250 Watt HPSV/Metal halde lamp. |
| 53 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 2 nos. 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, 2 nos. of metal beam rail to be fixed both side on the vertical post with 2 nos. of spacer of channel section 150 x 75 x 5 mm, 330 mm long both side complete as per clause 811. |
| 54 | Anti Glare Screen: Providing and erecting safety light barrier anti glare screen of dimension 600 mm X 200 mm X 5 mm strip shape of High durable virgin premium grade Linear Low-Density Polyethylene material (LLDPE) resistant to wind load 6 m/s and good aging resistance. The fixing at site shall be on existing Metal Crash Barrier using adjusting plate resting on Metal Beam on both side by bolt and fixing radium strip class-B Retro Reflective type of 50 mm X 50 mm size both side including excavation etc. Complete and anti glare screen having clear 600 mm height over the Crash Barrier including labour charges fitting and trasportation at site. All installation, fitting and material be as per instruction approved by the engineer in charge at site. |
| 55 | Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M200 pneumatic compressed by mechanically pressed and as per approved design including 75mm Sand layer for leveling and filling the joint with sand in proper line and level etc. |
| 56 | Fencing with welded steel wire Fabric 75 mm x 50 mm (Suggestive) (Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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