Kerala

Financial BO

Works

Civil Works - Water Works

Grey Water Management Project (DEWATS) at Grama panchayath office premises in Nallepilly Grama Panchayath in Palakkad District (Deposit work)

Kerala Rural Water Supply and Sanitation Agency

Nallepilly Grama Panchayath Palakkad | Palakkad, Kerala

Amount: ₹17.6 LCloses: 6 Aug 2026Closed

Timeline

Published30 Jul 2026
Closed6 Aug 2026
Financial Evaluation—
Award—

Bids

Item Rate

3 Bids7 Aug 2026

#	Company	Amount	Rank	Status
1	Andhyodaya L1₹17.6 LAdmitted-Fee/PreQual/Technical/Finance M C ROAD ANGAMALY ERNAKULAM \| ANGAMALY \| ERNAKULAM \| KERALA	₹17.6 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	K P ABBAS L2₹19.4 L+₹1.8 L (10.00%)Admitted-Fee/PreQual/Technical/Finance	₹19.4 L+₹1.8 L (10.00%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	NISHAD P L3₹20.2 L+₹2.6 L (15.0%)Admitted-Fee/PreQual/Technical/Finance PANACHIKKAL H PULLARA VALLUVAMBRAM MALAPPURAM	₹20.2 L+₹2.6 L (15.0%)	L3	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (35)

Sl No	Description	Qty	Unit	K P ABBAS L2	Andhyodaya L1	NISHAD P L3
1.00Grey Water Management (DEWATS)
1.01	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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	129.19	cum	283.34 ₹36,605.39 Lowest	300 ₹38,757.6	296.28 ₹38,276.36
1.02	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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	68.12	cum	569.55 ₹38,800.23 Lowest	600 ₹40,874.4	595.55 ₹40,571.32
1.03	Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	2.52	cum	144.1 ₹363.55 Lowest	420 ₹1,059.66	150.67 ₹380.15
1.04	Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock	115.51	cum	258.44 ₹29,851.6 Lowest	750 ₹86,629.5	270.24 ₹31,214.23
1.05	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	6.5	cum	9,424.34 ₹61,248.79	8,000 ₹51,992 Lowest	9,854.51 ₹64,044.47
1.06	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	35.77	cum	14,046.84 ₹5,02,455.61	12,000 ₹4,29,240 Lowest	14,688.01 ₹5,25,390.01
1.07	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	3,040.45	kilogram	123.65 ₹3,75,954.68	110 ₹3,34,449.5 Lowest	129.3 ₹3,93,114.98
1.08	Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	327.71	sqm	923.39 ₹3,02,604.79	600 ₹1,96,626 Lowest	965.54 ₹3,16,417.11
1.09	Supply of PVC Pipe, 8kg/cm2, 110mm Dia. as per IS 4985 :2000	380	metre	277.65 ₹1,05,505.1 Lowest	300 ₹1,14,000	290.32 ₹1,10,320.84

Tender Value

₹17.6 L

EMD Value

₹50,000

Closing Date

6 Aug 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Regional Project Director

Address

Kerala Rural Water Supply and Sanitation Agency, Regional Project Management Unit, Malappuram, MMC.X/108-112, UMK Tower, Uphill, Jubilee Road, Near Passport Office, Malappuram P.O. - 676 505

Work Description

Grey Water Management System (DEWATS)

Tender Information

Tender ID

2026_KRWSA_863251_1

Reference Number

RE1/KRWSA/MPM/SBM/NPY/25-26/23

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Nallepilly Grama Panchayath Palakkad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredLetter with checklist, Particulars Showing Status, Preliminary Agreement, JV details with Agreement (.pdf)

RequiredNon relationship certificate, Undertaking regarding delay in works and non-black listed certificate (.pdf)

RequiredDigitally signed Tender conditions (NIT) with Volume 1, 2 and other documents (.pdf)

RequiredContract License (.pdf)

RequiredAdhar card, Bank passbook front page, experience certificate (.pdf)

RequiredPAN Card, GST registration (.pdf)

RequiredFilled BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,500

EMD Fee Amount

₹50,000

Important Dates

Last Activity

7 Aug 2026

Published

30 Jul 2026

Bid Opening

7 Aug 2026

Download Starts

30 Jul 2026

Download Ends

6 Aug 2026

Submission Starts

30 Jul 2026

Clarification Period

30 Jul 2026 - 6 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (35 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Grey Water Management (DEWATS)
1.01	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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	129.19	cum	-	-
1.02	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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	68.12	cum	-	-
1.03	Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	2.52	cum	-	-
1.04	Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock	115.51	cum	-	-
1.05	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	6.5	cum	-	-
1.06	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	35.77	cum	-	-
1.07	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	3,040.45	kilogram	-	-
1.08	Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	327.71	sqm	-	-
1.09	Supply of PVC Pipe, 8kg/cm2, 110mm Dia. as per IS 4985 :2000	380	metre	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1460271.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.16 MB

Work Item Documents

formatsbmnpyre1.pdf

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Company

Andhyodaya

L1₹17.6 LAdmitted-Fee/PreQual/Technical/Finance

M C ROAD ANGAMALY ERNAKULAM | ANGAMALY | ERNAKULAM | KERALA

K P ABBAS

L2₹19.4 L+₹1.8 L (10.00%)Admitted-Fee/PreQual/Technical/Finance

NISHAD P

L3₹20.2 L+₹2.6 L (15.0%)Admitted-Fee/PreQual/Technical/Finance

PANACHIKKAL H PULLARA VALLUVAMBRAM MALAPPURAM

Sl No	Description	Qty	Unit	K P ABBAS L2	Andhyodaya L1	NISHAD P L3
1.00Grey Water Management (DEWATS)
1.01	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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	129.19	cum	283.34 ₹36,605.39 Lowest	300 ₹38,757.6	296.28 ₹38,276.36
1.02	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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	68.12	cum	569.55 ₹38,800.23 Lowest	600 ₹40,874.4	595.55 ₹40,571.32
1.03	Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	2.52	cum	144.1 ₹363.55 Lowest	420 ₹1,059.66	150.67 ₹380.15
1.04	Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock	115.51	cum	258.44 ₹29,851.6 Lowest	750 ₹86,629.5	270.24 ₹31,214.23
1.05	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	6.5	cum	9,424.34 ₹61,248.79	8,000 ₹51,992 Lowest	9,854.51 ₹64,044.47
1.06	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	35.77	cum	14,046.84 ₹5,02,455.61	12,000 ₹4,29,240 Lowest	14,688.01 ₹5,25,390.01
1.07	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	3,040.45	kilogram	123.65 ₹3,75,954.68	110 ₹3,34,449.5 Lowest	129.3 ₹3,93,114.98
1.08	Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	327.71	sqm	923.39 ₹3,02,604.79	600 ₹1,96,626 Lowest	965.54 ₹3,16,417.11
1.09	Supply of PVC Pipe, 8kg/cm2, 110mm Dia. as per IS 4985 :2000	380	metre	277.65 ₹1,05,505.1 Lowest	300 ₹1,14,000	290.32 ₹1,10,320.84

Sl No

Description

Qty

Unit

K P ABBAS

Andhyodaya

NISHAD P

1.00Grey Water Management (DEWATS)

1.01

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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

129.19

cum

283.34

₹36,605.39

Lowest

300

₹38,757.6

296.28

₹38,276.36

1.02

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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

68.12

cum

569.55

₹38,800.23

Lowest

600

₹40,874.4

595.55

₹40,571.32

1.03

Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

2.52

cum

144.1

₹363.55

Lowest

420

₹1,059.66

150.67

₹380.15

1.04

Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock

115.51

cum

258.44

₹29,851.6

Lowest

750

₹86,629.5

270.24

₹31,214.23

1.05

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

6.5

cum

9,424.34

₹61,248.79

8,000

₹51,992

Lowest

9,854.51

₹64,044.47

1.06

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

35.77

cum

14,046.84

₹5,02,455.61

12,000

₹4,29,240

Lowest

14,688.01

₹5,25,390.01

1.07

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

3,040.45

kilogram

123.65

₹3,75,954.68

110

₹3,34,449.5

Lowest

129.3

₹3,93,114.98

1.08

Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

327.71

sqm

923.39

₹3,02,604.79

600

₹1,96,626

Lowest

965.54

₹3,16,417.11

1.09

Supply of PVC Pipe, 8kg/cm2, 110mm Dia. as per IS 4985 :2000

380

metre

277.65

₹1,05,505.1

Lowest

300

₹1,14,000

290.32

₹1,10,320.84

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Grey Water Management (DEWATS)
1.01	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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	129.19	cum	-	-
1.02	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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	68.12	cum	-	-
1.03	Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	2.52	cum	-	-
1.04	Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock	115.51	cum	-	-
1.05	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	6.5	cum	-	-
1.06	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	35.77	cum	-	-
1.07	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	3,040.45	kilogram	-	-
1.08	Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	327.71	sqm	-	-
1.09	Supply of PVC Pipe, 8kg/cm2, 110mm Dia. as per IS 4985 :2000	380	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Grey Water Management (DEWATS)

1.01

129.19

cum

1.02

68.12

cum

1.03

Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

2.52

cum

1.04

Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock

115.51

cum

1.05

6.5

cum

1.06

35.77

cum

1.07

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

3,040.45

kilogram

1.08

Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

327.71

sqm

1.09

Supply of PVC Pipe, 8kg/cm2, 110mm Dia. as per IS 4985 :2000

380

metre