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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC WARD NO 26 MANDI PILIBANGAN DISTT HANUMANGARH RAJASTHAN 335803 | HANUMANGARH | RAJASTHAN | 335803 | L1 | Accepted-AOC accepted | |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Fee not submitted | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance 182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 | JAIPUR | RAJASTHAN | 303301 | - | Not Admitted-Fee/PreQual/Technical/Finance Fee not submitted |
Tender Value
₹8.9 L
EMD Value
₹18,000
Closing Date
28 Jan 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Parshasak
GP Ayalaki
Construction a Damar road from main road to moolaram house at GP Ayalaki
2026_PRD_531743_1
02/2025-26 GP AYALAKI
Open Tender
Civil Works - Roads
Percentage
GP Ayalaki
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
Secretary, RREIS
₹18,000
Yes
25 Feb 2026
24 Jan 2026
29 Jan 2026
24 Jan 2026
28 Jan 2026
24 Jan 2026
PART(A) EARTH WORK
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
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections
PART (B) SUB BASE & BASE COURSE
P/L spreading and compacting specified graded sand, gravel (crushed stoneor 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 complet
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
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing
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 density Grading 2
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
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 Specification Clause 503
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
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)
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 3m depth
Providing concrete for plain reinforced concrete in open foundations complete specifications PCC grade M10 Nominal mix 1 3 6
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 ,2104 Brick masonry in 1 ratio 4 cement mortar
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 ,2104 Brick masonry in 1 ratio 4 cement mortar
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 ,2104 Brick masonry in 1 ratio 4 cement mortar
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 ,2104 Brick masonry in 1 ratio 4 cement mortar
Plain/reinforced cement concrete in substructure complete as per drawings height upto 5m, PCC grade M 20 Nominal mix 1 2 4
Plastering with cement mortar (1 ratio 4),15 mm thick on brickwork in substructure as per MoRTH specification Clauses 13124 ,2200
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801
P/F marble Name plate and photo
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