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Providing and laying Interlocking tiles and Precast RCC drain cover Main Road (Kotescap to Kasna U-turn (RHS)), Greater Noida.

Greater Noida Industrial Development Authority

GREATER NOIDA | Gautam Buddha Nagar, Uttar Pradesh

Amount: ₹88.0 LCloses: 5 Oct 2026

Timeline

Published25 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹88.0 L

EMD Value

₹1.8 L

Closing Date

5 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

SM_TENDER CELL

Address

GNIDA OFFICE

Work Description

Providing and laying Interlocking tiles and Precast RCC drain cover Main Road (Kotescap to Kasna U-turn (RHS)), Greater Noida.

Tender Information

Tender ID

2026_GNIDA_1189480_5

Reference Number

SM/(E-TENDER CELL)/2026/814 DATED-22.09.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

GREATER NOIDA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

REFER TENDER DOCUMENT

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredTENDER FEE, EMD, Rs.100/- NON JUDICIAL STAMP PAPER ALONGWITH Re.1/- REVENUE STAMP (.pdf)

RequiredAPPENDIX A TO E (.pdf)

RequiredFINANCIAL STATEMENT,TURNOVER,GST,PAN,AADHAR,PROP./PRTN./LTD.CO.CERTIFICATE,AUTHORITY LETTER,ETC (.pdf)

RequiredOTHER REQUISITES AS PER TENDER DOCUMENT (.pdf)

Finance

RequiredFINANCIAL BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,060

EMD Fee Amount

₹1.8 L

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

25 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR-2023/15.2.1)	560.9	Cum	1,153	₹6,46,717.7
2	Cartage of ballast, Kankar Coal, grit or sand including loading & unloading but excluding stackings on pakka roads: 1st Km. (SOR-25/Ch-4/4.02/232(a))	420	Cum	69.1	₹29,022
3	Hydraulic Excavator (3D) with driver and fuel (SOR-2025/Ch-7)	64	Hours	1,443.75	₹92,400
4	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (DSR-2023/16.1)	2,804.5	Sqm	105.25	₹2,95,173.63
5	Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, 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 clause 401. MORTH/4.01/401(A)	414.75	Cum	4,642.6	₹19,25,518.35
6	Supply of 80mm thick ISI marked Shaped machanically compressed Interlocking concerete paver blocks, smooth high laoss finish, skid resistant; manufactured from rubber moulds through vibrocompressiojn mechanism, high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping. The compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5kg per No. confirming to IS: 15658-2006. : Gray Base (SOR-2025/ChNo-2/5(a))	96,775	Nos	25.4	₹24,58,085
7	Laying of Interlocking Tiles of 60/80/100 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. (SOR-2025/Ch No-5/5.07)	2,765	Sqm	125	₹3,45,625
8	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1)	35.55	Cum	141.4	₹5,026.77
9	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A)	11.85	Cum	3,794.9	₹44,969.57
10Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 4.29 MB

Work Item Documents

BOQ_2241071.xls

BOQ • 0.26 MB

PreQ_Inter_Kotescaptokasna.pdf

Tender Documents • 1.02 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR-2023/15.2.1)

560.9

Cum

1,153

₹6,46,717.7

Cartage of ballast, Kankar Coal, grit or sand including loading & unloading but excluding stackings on pakka roads: 1st Km. (SOR-25/Ch-4/4.02/232(a))

420

Cum

69.1

₹29,022

Hydraulic Excavator (3D) with driver and fuel (SOR-2025/Ch-7)

Hours

1,443.75

₹92,400

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (DSR-2023/16.1)

2,804.5

Sqm

105.25

₹2,95,173.63

Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, 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 clause 401. MORTH/4.01/401(A)

414.75

Cum

4,642.6

₹19,25,518.35

Supply of 80mm thick ISI marked Shaped machanically compressed Interlocking concerete paver blocks, smooth high laoss finish, skid resistant; manufactured from rubber moulds through vibrocompressiojn mechanism, high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping. The compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5kg per No. confirming to IS: 15658-2006. : Gray Base (SOR-2025/ChNo-2/5(a))

96,775

Nos

25.4

₹24,58,085

Laying of Interlocking Tiles of 60/80/100 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. (SOR-2025/Ch No-5/5.07)

2,765

Sqm

125

₹3,45,625

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1)

35.55

Cum

141.4

₹5,026.77

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A)

11.85

Cum

3,794.9

₹44,969.57

10Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.