Andaman Nicobar

Financial BO

Surety Bonds Accepted

Works

Civil Works - Roads

Improvement of SH-15 from Subashgram Bazar to Laxmipur i c reconstruction of dilapidated culverts in SH-15 from CH 0.00 Km to 5.50 Km under SD-II, CD, APWD, Diglipur

Chief Engineer Andaman Public Works Department (APWD)

SH 15 Ch 0.00 to 5.50 km under SD-II, APWD, Diglip | North And Middle Andaman, Andaman And Nicobar Islands

Amount: ₹10.5 CrCloses: 9 Apr 20266 Apr 2026Closed

Timeline

Published23 Mar 2026
Closed9 Apr 2026
Technical Evaluation30 Jul 2026
Financial Evaluation30 Jul 2026
Award—

Bids

Percentage

4 Bids30 Jul 2026

#	Company	Quoted %	Amount	Rank	Status
1	P R SINGARAM AND SONS L1₹9.8 CrAdmitted-Finance	-7.50%	₹9.8 Cr	L1	Admitted-Finance
2	The Reef Constructions L2₹10.3 Cr+₹55.0 L (5.62%)Admitted-Finance	-2.00%	₹10.3 Cr+₹55.0 L (5.62%)	L2	Admitted-Finance
3	Surendra Infrastructure Pvt. Ltd. L3₹11.6 Cr+₹1.8 Cr (18.4%)Admitted-Finance 2ND FLOOR 9 EZRA STREET KOLKATA WEST BENGAL 700001 \| KOLKATA \| KOLKATA \| WEST BENGAL \| 700001	+10.49%	₹11.6 Cr+₹1.8 Cr (18.4%)	L3	Admitted-Finance
4	U K Saha Infratech Not Admitted-Fee/PreQual/Technical	-	-	-	Not Admitted-Fee/PreQual/Technical Others-Disqualified On ground of submission for wrong information. vide letter No. 2-2(619)/Tech/SE(P)/CE/2026-27/1363 dt.23 july 2026.

Corrigenda

Corrigendum

1 updatesLatest on 6 Apr 2026Submission Ends:6 Apr 20269 Apr 2026

Date changes

Download Ends6 Apr 20269 Apr 2026Submission Ends6 Apr 20269 Apr 2026Bid Opening6 Apr 20269 Apr 2026

Tender Value

₹10.5 Cr

EMD Value

₹20.5 L

Closing Date

9 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, CD, APWD, Diglipur

Work Description

Improvement of SH-15 from Subashgram Bazar to Laxmipur i c reconstruction of dilapidated culverts in SH-15 from CH 0.00 Km to 5.50 Km under SD-II, CD, APWD, Diglipur

Tender Information

Tender ID

2026_APWD_22482_1

Reference Number

NIT No. 204/Tech/SE(P)CE/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

300 days

Location

SH 15 Ch 0.00 to 5.50 km under SD-II, APWD, Diglip

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned copy of EMD (.pdf)

RequiredScanned copy Certificate of Work Experience (.pdf)

RequiredAffidavit as per Clause 1.2.2 of CPWD 6 on Indian Non-Judicial Bond/Stamp Paper (.pdf)

RequiredCertificate of Registration for GST (.pdf)

Required10 (Ten) years Financial Audited Statement of Account from a Chartered Accountant (.pdf)

RequiredList of all ongoing work under all GOI in these Islands with their Physic ...... (.pdf)

RequiredUndertaking as per Page No. 8 (.pdf)

RequiredAgency must produce any of the ownership document for Hot Mix Plant of minimum 40-60 TPH capacity... (.pdf)

Finance

RequiredPrice Bid NIT 204 CE (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹20.5 L

Pre-Bid Meeting

Meeting Place

CE, APWD, SVP

Important Dates

Last Activity

30 Jul 2026

Published

23 Mar 2026

Bid Opening

9 Apr 2026

Download Starts

23 Mar 2026

Download Ends

9 Apr 2026

Submission Starts

30 Mar 2026

Clarification Period

23 Mar 2026 - 30 Mar 2026

Pre-Bid Meeting

27 Mar 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Preparation 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.
2Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
2.01	With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm	-	sqm	-	-
3Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
4Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
4.01	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.	-	cum	-	-
5Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
6Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge.
6.01	With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25	-	cum	-	-
7Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy:

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.65 MB

Work Item Documents

TenderDocumentNIT204CEfinal.pdf

Tender Documents • 1.58 MB

BOQ_23810.xls

BOQ • 0.40 MB

Corrigendum Documents

NIT204.pdf

PDF • 0.04 MB

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Company

P R SINGARAM AND SONS

L1₹9.8 CrAdmitted-Finance

The Reef Constructions

L2₹10.3 Cr+₹55.0 L (5.62%)Admitted-Finance

Surendra Infrastructure Pvt. Ltd.

L3₹11.6 Cr+₹1.8 Cr (18.4%)Admitted-Finance

2ND FLOOR 9 EZRA STREET KOLKATA WEST BENGAL 700001 | KOLKATA | KOLKATA | WEST BENGAL | 700001

U K Saha Infratech

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Preparation 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.
2Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
2.01	With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm	-	sqm	-	-
3Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
4Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
4.01	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.	-	cum	-	-
5Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
6Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge.
6.01	With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25	-	cum	-	-
7Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy:

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Preparation 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.

2Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.

2.01

With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm

sqm

3Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

4Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.

4.01

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

cum

5Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

6Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge.

6.01

With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

cum

7Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: