New construction and surfacing work from the main road at Nagla Lale to the road leading to Bas Ratna via Chavli in Etmadpur

Panchayati Raj Department · Agra, Uttar Pradesh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹16.2L
EMD: ₹33K
Published: 05 Oct 2026
Closing date: 12 Oct 2026
Status: open
Status as of: 07 Oct 2026 02:12 UTC
Department: Zila Panchayat Agra

Description

Tender for civil works including road construction, surfacing, and related infrastructure at Nagla Lale, Etmadpur, Agra.

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 (19)

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 Technical Specification Clause 201. — Qty: 600 M3
Construction 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 1000 m as per Technical Specification Clause 303.1 — Qty: 738.595 M3
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 Technical Specification Clause 401. — Qty: 127.32 M3
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 material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per technical Specification Clause 405. — Qty: 69.75 M3
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. — Qty: 69.75 M3
Laying brick soling layer on prepared sub-grade with brick on edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling as per Technical Specification Clause 412. — Qty: 180 M2
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. — Qty: 930 M2
Providing and applying tack coat with Bitumen (VG-10) using Bituman distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. — Qty: 930 M2
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 penetration 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(ex.cost of) seal coat of Type C as per Technical Specification Clause 508.(By Manual Means) — Qty: 930 M2
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.(By Manual Means) — Qty: 930 M2
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. — Qty: 60 M2
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc SI No-804 as per direction of Engineer-in-Charges MORTH Standard Data book. Ordinary kilometer stone (precast) (10 cm height each) English Letters — Qty: 2 Nos
Reinforced cement concrete M15 grade Hectometer stone of standard design as per IRC:8, fixing in position including painting and printing etc SI No-804 as per direction of Engineer-in-Charges MoRTH Standard Data book. Hectometer stone (precast) (10 cm height each) English Letters — Qty: 1 Nos
S/F of 600 mm dia. Hume pipe — Qty: 7.5 Rmt
Earthwork inexcavationforstructuresasperdrawingand technical specifications Clause 305.1 including setting out, construction of shoringandbracing,removalofstumpsandotherdeleteriousmaterial and disposal upto a lead of 50 m, dressing of side. — Qty: 1.62 M3
Providingconcreteforplainconcreteinopenfoundationscompleteas perdrawingsand technical specificationsClause802, 803, 1202& 1203. — Qty: 0.54 M3
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 — Qty: 3.24 M3
Pointingwithcementmortar (1:3)onbrickworkasperdrawingand technical specification Clauses 613.3 and 1204. — Qty: 7.2 M3
Supply & Fixing Of Inauguration Stone. — Qty: 1 Each

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