Indian Tenders

Tender Notice

TDR 55648512
Tendering Authority Rajasthan State Industrial Development And Investment Corporation Limited
Tender No 2026-27/Dausa/NIT/13
Tender ID 2026_RIICO_561661_1
Tender Brief Tender For Development Works At Industrial Area Hodayali, Dausa
City Dausa
State Rajasthan
Document Fees INR 5900 /-
EMD INR 557171.0 /-
Tender Value INR 2.78 Crore /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Development Works At Industrial Area Hodayali, Dausa

Key Dates

Publish Date 23-05-2026
Last Date of Bid Submission 12-06-2026
Tender Opening Date 15-06-2026

Contact Information

Company Name Rajasthan State Industrial Development And Investment Corporation Limited
Contact Person Unit Head, RIICO LTD. Dausa
Address Office of the Sr. Regional Manager RIICO Dausa collectrate circle dausa

BOQ Items

Name of Work:- Development works at Industrial Area Hodayali, Dausa
Sl. No. Item Description
1Clearing and Grubbing Road Land, 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 Means, In area of non-thorny jungle
2Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket 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 em
3Construction 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 300-1 and 300-2 as per MoRTH Specification C
4Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as g
5Granular Sub-Base with Close Graded Material (Table:- 400-1), For Grading-II Material
6Wet Mix Macadam, By Mechanical Means with all lead
7Providing 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
8Providing 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
9Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of, Grading - II (26.50 mm (Nominal Size))
10Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specificats clause 507 complete in all respect. Grading -1 (19 mm (Nominal size)) Bitumen VG 30
11Marking 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 temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
12Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row, 300 mm dia
13Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as pe
14Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil
15Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade wit, Size 1.00 M x 1.00 M
16Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade wit, Size 1.50 M x 1.50 M
17Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil
18Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level., 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
19Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:, Cement Mortar 1:6 ( 1-Cement : 6-Sand).
20Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :, Cement Mortar 1:6 ( 1-Cement : 6-Sand).
21Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level., M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
22Walls (any thickness) including attached pilasters, buttresses plinth and string course.
23Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :, 25 mm thick
24Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:, New work (Two or more coats applied @ 3.84 kg/10 sqm).
25Lettering with black Japan paint of approved brand and manufacture. Please Enable Macros to View BoQ information

Other Detail

Information Source https://eproc.rajasthan.gov.in
Download FileName File Description File Size
Download tndrdochodayali.pdf Tender Documents 0 KB
Download 81c97620-116f-4bb6-80ed-2b0eacc6d648.html Tender Documents 0 KB
Download BOQ_999560.xls Tender Documents 0 KB
Download Tendernotice_1 (18).pdf Tender Documents 0 KB
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.