Technical BO

Works

Civil Works

Providing fixing RCC drain cover on 60m wide road (LHS) in Sector Ecotech-6, Greater Noida.

Greater Noida Industrial Development Authority

GREATER NOIDA | Gautam Buddha Nagar, Uttar Pradesh

Amount: ₹1.7 CrCloses: 18 Sept 2026Closed

Timeline

Published8 Sept 2026
Closed18 Sept 2026
Technical Evaluation21 Sept 2026
Award—

Bids

4 Bids21 Sept 2026

#	Company	Status
1	garvika enterprises Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
2	M/S PRATEEK CONSTRUCTION CO. Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
3	MSG Infratech Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
4	SB BUILDERS Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical

Tender Value

₹1.7 Cr

EMD Value

₹3.4 L

Closing Date

18 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

SM_TENDER CELL

Address

GNIDA OFFICE

Work Description

Providing fixing RCC drain cover on 60m wide road (LHS) in Sector Ecotech-6, Greater Noida.

Tender Information

Tender ID

2026_GNIDA_1183367_5

Reference Number

SM/(E-TENDER CELL)/2026/808 DATED-03.09.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 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

₹2,870

EMD Fee Amount

₹3.4 L

Important Dates

Last Activity

21 Sept 2026

Published

8 Sept 2026

Bid Opening

21 Sept 2026

Download Starts

8 Sept 2026

Download Ends

18 Sept 2026

Submission Starts

8 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 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology conforming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately).
2	Extra for using M-50 (Cement content 425 kg) instead of M-40: 200mm thick hollow core slab (DSR-2023/26.73.2.4)	4,336	Rmt	28.1	₹1,21,841.6
3	Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge. (DSR-2023/26.75)	25,927.55	Kg	153.15	₹39,70,804.28
4	Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes. : Lead within 15km (DSR-2023/26.76.1)	877.5	Rmt	425.7	₹3,73,551.75
5Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. (DSR-26.77)
5.01	Prestressed hollow core Slab up to 200 mm thickness (DSR-26.77.1)	5,203.2	Sqm	142.95	₹7,43,797.44
6	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-2023/13.80)	845	Sqm	93	₹78,585
7	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (DSR-2023/13.61.1)	845	Sqm	89.85	₹75,923.25
8Flexible Medien Marker As Per IRC 78:2019: Flexible Median Marker (MM) should be used for improving median visibility during dark hours, Lise of Median Marker provides safety against colbeion happoning with medians during night time, or savara weather. Flexible Median Merkers shall be provided with fluorescent yellow colour retro-raflective cheating Type X) as par IRC:87. Flexible Median Marker shall be of tough, high impact resistant, injection-moided, thermoplastic body with property of flexibility to provide high durabilty 'and U shape structure having rebound/bounce back property, the sheeting shalt be of Type X conforming to (RC-67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the Injection molding process. FMM shall be fired by a combination of epoxy adresive and grouting/drilling on concrete medians or property constructed solid medians. Height:
8.01	The marker height shall be a minimum of 180 mm. width 120mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Refective Area Shall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kgf Tensie cads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge (SOR-2025/Ch-6/S.No-6)	868	Each	312	₹2,70,816

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

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 • 5.74 MB

Work Item Documents

PreQ_RCCcover_Ecotech_6.pdf

Tender Documents • 1.02 MB

BOQ_2225592.xls

BOQ • 0.26 MB

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Company

garvika enterprises

Admitted-Fee/PreQual/Technical

M/S PRATEEK CONSTRUCTION CO.

Admitted-Fee/PreQual/Technical

MSG Infratech

Admitted-Fee/PreQual/Technical

SB BUILDERS

Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology conforming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately).
2	Extra for using M-50 (Cement content 425 kg) instead of M-40: 200mm thick hollow core slab (DSR-2023/26.73.2.4)	4,336	Rmt	28.1	₹1,21,841.6
3	Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge. (DSR-2023/26.75)	25,927.55	Kg	153.15	₹39,70,804.28
4	Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes. : Lead within 15km (DSR-2023/26.76.1)	877.5	Rmt	425.7	₹3,73,551.75
5Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. (DSR-26.77)
5.01	Prestressed hollow core Slab up to 200 mm thickness (DSR-26.77.1)	5,203.2	Sqm	142.95	₹7,43,797.44
6	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-2023/13.80)	845	Sqm	93	₹78,585
7	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (DSR-2023/13.61.1)	845	Sqm	89.85	₹75,923.25
8Flexible Medien Marker As Per IRC 78:2019: Flexible Median Marker (MM) should be used for improving median visibility during dark hours, Lise of Median Marker provides safety against colbeion happoning with medians during night time, or savara weather. Flexible Median Merkers shall be provided with fluorescent yellow colour retro-raflective cheating Type X) as par IRC:87. Flexible Median Marker shall be of tough, high impact resistant, injection-moided, thermoplastic body with property of flexibility to provide high durabilty 'and U shape structure having rebound/bounce back property, the sheeting shalt be of Type X conforming to (RC-67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the Injection molding process. FMM shall be fired by a combination of epoxy adresive and grouting/drilling on concrete medians or property constructed solid medians. Height:
8.01	The marker height shall be a minimum of 180 mm. width 120mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Refective Area Shall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kgf Tensie cads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge (SOR-2025/Ch-6/S.No-6)	868	Each	312	₹2,70,816

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology conforming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately).

Extra for using M-50 (Cement content 425 kg) instead of M-40: 200mm thick hollow core slab (DSR-2023/26.73.2.4)

4,336

Rmt

28.1

₹1,21,841.6

Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge. (DSR-2023/26.75)

25,927.55

153.15

₹39,70,804.28

Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes. : Lead within 15km (DSR-2023/26.76.1)

877.5

Rmt

425.7

₹3,73,551.75

5Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. (DSR-26.77)

5.01

Prestressed hollow core Slab up to 200 mm thickness (DSR-26.77.1)

5,203.2

Sqm

142.95

₹7,43,797.44

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-2023/13.80)

845

Sqm

₹78,585

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (DSR-2023/13.61.1)

845

Sqm

89.85

₹75,923.25

8Flexible Medien Marker As Per IRC 78:2019: Flexible Median Marker (MM) should be used for improving median visibility during dark hours, Lise of Median Marker provides safety against colbeion happoning with medians during night time, or savara weather. Flexible Median Merkers shall be provided with fluorescent yellow colour retro-raflective cheating Type X) as par IRC:87. Flexible Median Marker shall be of tough, high impact resistant, injection-moided, thermoplastic body with property of flexibility to provide high durabilty 'and U shape structure having rebound/bounce back property, the sheeting shalt be of Type X conforming to (RC-67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the Injection molding process. FMM shall be fired by a combination of epoxy adresive and grouting/drilling on concrete medians or property constructed solid medians. Height:

8.01

The marker height shall be a minimum of 180 mm. width 120mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Refective Area Shall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kgf Tensie cads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge (SOR-2025/Ch-6/S.No-6)

868

Each

312

₹2,70,816