Special Repair of the Service Road and Master Road along the Sector 3/5 Dividing Road, Gurugram, including all other works contingent thereto

Gurugram Metropolitan Development Authority · Gurugram, Haryana · Civil Works & Infrastructure · open

Key facts

Tender value: ₹4.9Cr
EMD: ₹9.9L
Published: 22 Oct 2026
Closing date: 11 Nov 2026
Status: open
Status as of: 04 Nov 2026 05:37 UTC
Ministry: Haryana Government
Department: Gurugram Metropolitan Development Authority
Office: Infra-I, GMDA, Gurugram

Description

Special repair works on the Service Road and Master Road along the Sector 3/5 dividing road in Gurugram, including associated road, drainage, pavement, signage, marking and other contingent works. Estimated cost is Rs. 493.73 lakh, GST extra. The tender notice states bid submission closes on 03.11.2026 at 11:00 AM and technical/financial bid opening is at 03:00 PM.

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 (41)

Recovery item-Providing and Laying 60 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 35 over the bed of 25 mm thick fine sand complete in all respect. Note- The rates quoted against recovery item lntertocking Paver Blocks will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from site have been calculated taking assumption that 70% of theoretical material will be retrieved. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed. as Rs.273/- per sqm. — Qty: 2016 Sqm
Recovery- Credit of Kerb Stone (The amount computed by rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. kerb stones obtained from dismantling of existing median, islands has been calculated taking assumption that 70% of existing kerb stones will be retrieved and can be reused by the contractor at any other site. The reverse rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below reserve price will be considered for all purpose in case the agency quotes lesser than reserve price. The price quoted against the recovery of existing kerb stones shall have minimum reserve price of Rs. 2226/- per cum.) — Qty: 226.8 cum
Providing services of qualified surveyor(s) along with all required instruments, tools, accessories and manpower for carrying out survey, establishing and recording levels and topographical details for planning and execution of works including (but not limited to) determination of finished road levels (FRL), drainage invert levels, cross-drainage/road crossing levels, longitudinal and cross-sections, benchmarks/temporary benchmarks, setting out, and any other survey works as directed by the Engineer-in-Charge. The survey team with complete equipment shall remain available at the disposal of GMDA for a period of 03 (three) months for planning/field requirements, and the entire work shall be carried out to the entire satisfaction of the Engineer-in-Charge, complete in all respects. Payment shall be released only after submission of detailed survey findings/records to the department, duly signed by the Contractor or his authorised representative and jointly verified/signed by the concerne — Qty: 1 Job
The recovery of MS grill fixed on the footpath has been worked out considering a weight of 19 kg per running meter. As per site condition and approval practice, the recovery quantity has been restricted to 50% of the rate. The cost of the existing grill of the above have been worked out on the basis of theoritical quantities laid on existing site. There shall be no measurement after actual scarifying/ dismantling and no claim of agency on this score will be entertained and full recovery on the basis of quoted rate exhibited in the BOQ shall be made. No rates below reserve price will be considered for all purpose in case the agency quotes lesser than reserve price. The rate shall also include the disposal of waste material. All works upto satisfaction of engineer incharge — Qty: 42560 Kg.
[11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) [Through Rate] — Qty: 384 Sqm
[11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer [Through Rate] — Qty: 4401.9 Sqm
[11.72.2]Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : 2. Two coats [Through Rate] — Qty: 4401.9 Sqm
[11.97.3]Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 3. Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 litre/10 sqm over an under coat of primer applied @ 0.80 litre/10 sqm of approved brand and manufacture [Through Rate] — Qty: 4000 Sqm
[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] — Qty: 160000 Kg.
[17.10.1]Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metres. 1. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications. [Through Rate] — Qty: 11803.5 cum
[17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material [Through Rate] — Qty: 1506.5 cum
[17.20.2]Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 45 degree to the centre line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per technical clause 404 of MORT&H specifications 2. 50mm deep furrow cutting [Through Rate] — Qty: 21175 Sqm
[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate] — Qty: 682.63 cum
[17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications [Through Rate] — Qty: 2565.75 Sqm
[17.26.1]Tack Coat 1. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate] — Qty: 34474 Sqm
[17.30.2]Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total 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 complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] — Qty: 521.54 cum
[17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm 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 VG - 30 @ 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 complete as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] — Qty: 961.73 cum
[17.5.2]Compacting Original Ground 2. Compacting original ground below embankment Loosening, 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 given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specifications [Through Rate] — Qty: 2681.25 cum
[17.67]Removal of existing CC Block. Removing of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer. [Through Rate] — Qty: 324 cum
[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] — Qty: 2400 Sqm

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