Tender For Pmgsy Iv Batch 1 (2026-27) Construction Of Various Road In Lunawada And Kadana Taluka Under Dist.Mahisagar, Pkg No.Gj30pl (Total 5 Road, Total 4.43 Km)
Tender Value
2.06 Crore
Estimated cost
Bid Submission
27 Jul 2026
1 days left
EMD
4.13 Lakhs
Bank guarantee accepted
Document Fee
3600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mahisagar → Gujarat
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Pmgsy Iv Batch 1 (2026-27) Construction Of Various Road In Lunawada And Kadana Taluka Under Dist.Mahisagar, Pkg No.Gj30pl (Total 5 Road, Total 4.43 Km)
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(II) By Mechanical Means (A) In area of non- thorny jungle. |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket cum capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 4 | Construction of Hard shoulders (Quarry Spall >12% CBR) with approved material obtained from with approved material with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. (100mm Thick) |
| 5 | Construction of granular sub-base 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 Mord Technical Specification Clause 401 (Table 400-1-A Grading for Granular Sub-base Materials) .By Plant Mix Method (I) For Grading I Material (CBR not <20) (150mm Thick) |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Mord Technical Specification Clause 405(Table 400.8 Grading Requirements of Coarse Aggregates). (CBR not <100) (75mm Thick) |
| 7 | Providing, laying, Spreading and compacting stone aggregates of specific sizes 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Mord Technical Specification Clause 405 (Table 400.8 Grading Requirements of Coarse Aggregates) (75mm Thick) |
| 8 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 9 | 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 or emulsion 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 either Type B as per Technical Specification Clause 506. By Mechanical Means |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 508 |
| 11 | Cautionary Warning Sign :Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on Gl pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 |
| 12 | Direction (Junction) Sign :-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0. 9 sqm supported on dia Gl Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 17011 |
| 13 | Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplasic compound 2.5 mm thick including refectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. Zebra patta/bump Patta lane/Centre line/ edge line/ Cut patta. The White color marking should provide liminance coefficient on cement road shall be min 130 mcd/m2/lux and Ashphalt road shall be min. 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in section-15 of IRC-2015 |
| 14 | supplying and applying rumbble srip road marking with hot applied thermoplastic paints with reflactorising glass beads on bitumen surface providing and laying a hot applied thermoplastic compoumd 6mm thick including reflactorising glass beads @250gms per sqm area , thickness of 6mm is excluding of surface applied glass beads as per IRC-35 : 2015. The finished surface to be level,uniform and free from streaks and holes. |
| 15 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (precast) |
| 16 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Hectometer stone (precast) |
| 17 | Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submittedby contractor. (B) Class-B Type-4 Retro Reflective sheeting |
| 18 | Cat Eye/ Road Stud/ RPM: Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a. depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.. |
| 19 | Chevron Sign:- Providing and fixing sign boards made out of 1.5mm aluminium sheet/3 mm ACP (Aluminium composite Panel); size 60 x50 cm as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with Micro Prismatic Grade retro refletivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.3 mtr. long stand post of 75 x 75 x 6mm / 65 NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends. the deails symbol or inscriptio/ numerals for each board shall be per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blacof size 45 x 45 x 60 Cms. for each leg. Including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeing from originaa manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-B Type-4 Retro Reflective Sheeting |
| 20 | Providing and fixing of typical PMGSY informatory sign board with Logo as per each MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middleplate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angleiron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 21 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5 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 fitting to conform to IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5 mm, 330mm long complete as per clause 810.) |
| 22 | Speed Braker (For 3.75 mt Caariage way width )) Providing and laying rounded hump type of speed breaker conforming to IRC 99 and as per guidelines and drawings of NRRDA circular No.DO.P-17019/6/2006/PII Dated 16 sept,2009, including Providing and laying and compaction GSB, GS II,GIII,MSS, seal coat Type B , as per specifications and attached drawing on both sideof carriageway up to formation width maintaining rounded hump type shape with bitumenous mix material i/c providing and painting as per attached draing , providing and fixing of two nos 600 mm equilateral retro reflecting sign boards i/c cost of all material , labour T & P & machinery etc complete on flexible and rigid pavement as per directed by engineer in charge as per relavant clauses of MORD Specifications |
| 23 | Excavation For Structure :- Earthwork in Excavation for Foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materials. (Up to 3.0 m Depth) |
| 24 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( II. P.C.C. grade M20) |
| 25 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 26 | Reinforced Cement Concrete Pipe NP3 :- Providing and laying reinforced cement concrete pipe NP3 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 clause 1106. ( B. 1000 mm Dia) |
| 27 | Backfilling between head wall complete as per drawings & technical specification Clause 1204.3.8 ( II. Sandy material) |
| 28 | White washing of parapet walls :- White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 |
| 29 | Providing and maintaing a diversion for traffic during the work in progress till completion of work including providing red lamps and necessary sign board. |
| 30 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 31 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 (III.) Cement concrete grade M 1 0 in case of concrete block pitching |
| 32 | Providing and laying pitching on slopes liad over prepared filter media as per drawing and techmichal specifications clause 1302 |
| 33 | Dismentalling Existing Pipe Culvert/structure Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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