Special Repair of L/R Gyanji Farm Benad to Govindpura via Maliyon ki Dhani KUMS Rajdhani Mandi Jaipur (Grain)

Rajasthan State Agricultural Marketing Board · Jaipur, Rajasthan · Civil Works & Infrastructure · open

Key facts

Tender value: ₹88.4L
EMD: ₹1.8L
Published: 05 Nov 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 07 Nov 2026 04:06 UTC
Department: Rajasthan State Agricultural Marketing Board
Office: Division TM Jaipur

Description

Road repair works in Jaipur, including earthwork, granular and bituminous pavement works, cement concrete pavement, and road signage. Estimated cost is Rs. 88.40 lakh; completion period is 6 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: GST certificate, Receipt of online transaction for tender fees, processing fees and EMD, Digitally signed tender papers and conditions of contract

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Commercial terms

Bid type: Percentage
Evaluation: Lowest tender; the competent authority is not bound to accept the lowest tender
Make in India (MII): No
MSE preference: No

Line items (14)

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 MoRTH Specification Clause 201..By Mechanical MeansIn area of non-thorny jungle — Qty: 1.16 Hect
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 50 m as per MoRTH Specification Clause 305.3 — Qty: 400 Cum
Carrage of Earth, Sand, Lime, Morrum manure or sludge Lead upto 5.00 Km — Qty: 400 Cum
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 MoRTH Specification Clause 401.For Grading III Material. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar. By Mechanical Means — Qty: 678 Cum
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. using Crusher borken aggregate For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar. By Mechanical Means — Qty: 773 Cum
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar — Qty: 773 Cum
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 — Qty: 9750 Sqm
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRTH Specification Clause 503. — Qty: 9750 Sqm
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) — Qty: 488 Cum
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 Viscosity 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 A or Type B or Type C as per MoRTH Specification Clause 510.By Mechanical Means. Bitumen (VG-30) — Qty: 9750 Sqm
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511. By Mechanical MeansType B. Bitumen (VG-30) — Qty: 9750 Sqm
Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602 coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 35 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished i — Qty: 113 Cum
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board — Qty: 1 Sqm
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 MoRTH Specification Clause 801. Ordinary Kilometer Stone (Precast) — Qty: 4 Nos

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