Permanent Restoration work in various Road in Package No. RJ-17-03/CDWork/ Div.Pok/26-27 in Jaisalmer District.

PWD - CE AND AS · Pokaran, Rajasthan · Civil Works & Infrastructure · open

Key facts

Tender value: ₹60.4L
EMD: ₹1.2L
Published: 21 Oct 2026
Closing date: 26 Nov 2026
Status: open
Status as of: 28 Oct 2026 08:07 UTC
Department: Public Works Department, Rajasthan
Office: EE-Pokaran

Description

Permanent restoration work on various roads in Package No. RJ-17-03/CDWork/Div.Pok/26-27 in Jaisalmer District. Estimated bid value is Rs. 6,044,000; the BOQ total is Rs. 6,057,179.33 including GST. Percentage-rate works tender.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (36)

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: 404.775 Cum
Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method 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 401For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading III Material — Qty: 113.2875 Cum
Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method 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 401For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading III Material — Qty: 13.5 Cum
Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 1Providing, 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.For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar Using Crusher Broken Aggregate By Manual Means — Qty: 56.64375 Cum
Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 2 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 2 as per MoRTH Specification Clause 404.For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar Using Crusher Broken Aggregate By Manual Means — Qty: 56.64375 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: 755.25 sqm
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. — Qty: 755.25 Sqm
20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder 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.Case - II By Mechanical Means Bitumen (VG-30) — Qty: 755.25 Sqm
Seal Coat 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 Means Case - II : Type BBitumen (VG-30) — Qty: 755.25 Sqm
Excavation for StructuresEarthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Depth upto 3 m — Qty: 370.2375 Cum
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 For All Rajasthan except Bikaner, Hanumangarh and Sri GanganagarNominal mix (1:2.5:5) — Qty: 107.244 Cum
Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104 including Weepholes as per MoRTH specifications Clauses 2706 For All Rajasthan except Hanumangarh Random Rubble Masonry In 1:4 cement mortar — Qty: 198.9 Cum
Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 and including Weepholes as per MoRTH specifications Clauses 2706 For All Rajasthan except Hanumangarh Random rubble masonry In 1:4 cement mortar — Qty: 264.902 Cum
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick — Qty: 81 Sqm
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 — Qty: 291.45 Sqm
Plastering with cement mortar (1:4), 20 mm thick on Stone work. — Qty: 24.115 Sqm
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 2905.1000 mm Dia — Qty: 52.5 Mtr.
Direction and Place Identification signs upto 0.9 sqm size board Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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 upto 0.9 sqm size board — Qty: 2.16 sqm
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: 485.4 Cum
Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method 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 401For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading III Material — Qty: 153.6 Cum

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