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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -14.91% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹19.9 L (14.2%)Admitted-Finance | -2.81% | ₹1.6 Cr+₹19.9 L (14.2%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹36.8 L (26.3%)Admitted-Finance | +7.51% | ₹1.8 Cr+₹36.8 L (26.3%) | L3 | Admitted-Finance |
Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
24 Nov 2025, 6:00 pmClosed
EXECUTIVE ENGINEER PWD DN KEKRI
Ajmer road Kekri
Construction of Non Patchable Missing Link in Various Roads in Ajmer District Package No RJ-01-02 ML-NP 2025-26 Kekri
2025_CEPWD_513004_1
NIT No 20 of 2025-26 EE PWD Dn Kekri
Open Tender
Civil Works
Percentage
120 days
Kekri
Please refer tender document
5 documents required · 5 mandatory
₹2,000
EE PWD DN KEKRI / MD RISL JAIPUR
₹3.3 L
Yes
27 Nov 2025
14 Nov 2025
25 Nov 2025
14 Nov 2025
24 Nov 2025
14 Nov 2025
14 Nov 2025 - 24 Nov 2025
Part "A" : Road Work
Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of non thorny jungle
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3
(1) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
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
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Carriage of Earth, Sand, Lime, Morrum manure or sludge including loading unloading with all lead and lift
(1) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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 all lead
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(3) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(5) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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)
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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 B Bitumen (VG-30)
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous 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 Form Paver (laying and fixing of 125 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with
(1) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(2) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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. 300 mm dia
(1) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(2) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilateral triangle
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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 km stone (Precast)
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
200 m stone (Precast)
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Marking Centre Line and stop lines etc.on road as per IRC pattern with thermoplastic paint of approved quality and make with 8%glass beads laid on the road surface at temperature160"C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Earthwork 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 Upto 3 m depth
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 grade M 10 Nominal mix 1:3:6
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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. 1200 mm dia
(1) Juniya Kanoj road to beed ke Balaji road 0/00 to 1/00
(2) SH 12 to Jal Ka Kheda Km 0/00 to 2/00
(3) Bilawatiya Khera to Piproli road Km 0/00 to 2/00
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