Environment and Forests Government Departments Closing in 4 days TDR #57843412

Tender For Construction Of Boundary Pillar At Range Neemkathana, Patan, Shrimadhopur, Sikar And Danta.

Issued by Government Departments · Sikar, Rajasthan
Tender Value
9.35 Lakhs
Estimated cost
Bid Submission
11 Oct 2026
4 days left
EMD
18700
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Sikar → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Boundary Pillar At Range Neemkathana, Patan, Shrimadhopur, Sikar And Danta.

BOQ

Name of Work:- Construction of Boundary Pillar at Range Neemkathana, Patan, Shrimadhopur, Sikar and Danta.
Sl. No. Item Description
1Construction of 14 Number Boundary Pillar at Range Neemkathana
2Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil 2x2= 4 sqmOne Number = 4 Sqm total 14 Number = 14X4 = 56
3Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. 1.2x1.2x0.30 = 0.432 cumOne Number = 0.432 total 14 Number = 14X0.432= 6.048 Cum
4Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. ground 4x1.2x0.30 = 1.44 ; 4x(1.20+.45/2) x 1.26 = 4.158 total = 5.598 sqmOne Number = 5.598total 14 Number = 14X5.598= 78.372 Sqm
5Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size) 1.2x1.2x0.30 = 0.432 cumOne Number = 0.432 total 14 Number = 14X40.432= 6.048 Cum
6Providing and laying cement concrete including curing,compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate40mm nominal size). A= 1.2x1.2 =1.44, B= 0.45x0.45 =0.2025, H= 1.20 ; volume = (H/3)x(A+B+√AxB), volume= (1/3)*(√1.44x0.2025)= 0.87 cum One Number = 0.87total 14 Number = 14X0.87= 12.180 Cum
7Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick . 1x4x(1.20+0.45)x1.26/2= 4.16, top 1.0x0.45x0.45 = 0.2025 total plaster = 4.82 sqmOne Number = 4.82total 14 Number = 14X4.82= 67.480 Sqm
8Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). AS per Plaster One Number = 4.360 total 14 Number = 14X4.360= 61.040 Sqm
9Construction of 14 Number Boundary Pillar at Range Patan
10Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil 2x2= 4 sqmOne Number = 4 Sqm total 14 Number = 14X4 = 56
11Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. 1.2x1.2x0.30 = 0.432 cumOne Number = 0.432 total 14 Number = 14X0.432= 6.048 Cum
12Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. ground 4x1.2x0.30 = 1.44 ; 4x(1.20+.45/2) x 1.26 = 4.158 total = 5.598 sqmOne Number = 5.598total 14 Number = 14X5.598= 78.372 Sqm
13Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size) 1.2x1.2x0.30 = 0.432 cumOne Number = 0.432 total 14 Number = 14X40.432= 6.048 Cum
14Providing and laying cement concrete including curing,compaction etc. complete in retaining walls, return walls, walls(any thickness) including attached pilasters, columns, piers,abutments, pillars, posts, struts, buttresses, string or lacingcourses, parapets, coping, bed blocks, anchor blocks, plainwindow sills, fillets, levelling course etc up to floor five levelexcluding the cost of centering and shuttering. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate40mm nominal size). A= 1.2x1.2 =1.44, B= 0.45x0.45 =0.2025, H= 1.20 ; volume = (H/3)x(A+B+√AxB), volume= (1/3)*(√1.44x0.2025)= 0.87 cum One Number = 0.87total 14 Number = 14X0.87= 12.180 Cum
15Plaster on new surface on walls in cement sand mortar 1:4including racking of joints etc. complete fine finish : 12mm thick . 1x4x(1.20+0.45)x1.26/2= 4.16, top 1.0x0.45x0.45 = 0.2025 total plaster = 4.82 sqmOne Number = 4.82total 14 Number = 14X4.82= 67.480 Sqm
16Finishing wall with water proofing cement paint of approvedbrand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). AS per Plaster One Number = 4.360 total 14 Number = 14X4.360= 61.040 Sqm
17Construction of 14 Number Boundary Pillar at Range Shrimadhopur
18Earth work in surface excavation not exceeding 30cm. in depth butexceeding 1.5 meter in width as well as10 Sqm on plan includingdisposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil 2x2= 4 sqmOne Number = 4 Sqm total 14 Number = 14X4 = 56
19Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. 1.2x1.2x0.30 = 0.432 cumOne Number = 0.432 total 14 Number = 14X0.432= 6.048 Cum
20Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. ground 4x1.2x0.30 = 1.44 ; 4x(1.20+.45/2) x 1.26 = 4.158 total = 5.598 sqmOne Number = 5.598total 14 Number = 14X5.598= 78.372 Sqm
21Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size) 1.2x1.2x0.30 = 0.432 cumOne Number = 0.432 total 14 Number = 14X40.432= 6.048 Cum
22Providing and laying cement concrete including curing,compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate40mm nominal size). A= 1.2x1.2 =1.44, B= 0.45x0.45 =0.2025, H= 1.20 ; volume = (H/3)x(A+B+√AxB), volume= (1/3)*(√1.44x0.2025)= 0.87 cum One Number = 0.87total 14 Number = 14X0.87= 12.180 Cum
23Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick . 1x4x(1.20+0.45)x1.26/2= 4.16, top 1.0x0.45x0.45 = 0.2025 total plaster = 4.82 sqmOne Number = 4.82total 14 Number = 14X4.82= 67.480 Sqm
24Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). AS per Plaster One Number = 4.360 total 14 Number = 14X4.360= 61.040 Sqm
25Construction of 14 Number Boundary Pillar at Range Sikar
26Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil 2x2= 4 sqmOne Number = 4 Sqm total 14 Number = 14X4 = 56
27Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. 1.2x1.2x0.30 = 0.432 cumOne Number = 0.432 total 14 Number = 14X0.432= 6.048 Cum
28Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. ground 4x1.2x0.30 = 1.44 ; 4x(1.20+.45/2) x 1.26 = 4.158 total = 5.598 sqmOne Number = 5.598total 14 Number = 14X5.598= 78.372 Sqm
29Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size) 1.2x1.2x0.30 = 0.432 cumOne Number = 0.432 total 14 Number = 14X40.432= 6.048 Cum
30Providing and laying cement concrete including curing,compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, olumns, piers, abutments, pillars, posts, struts, uttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate40mm nominal size). A= 1.2x1.2 =1.44, B= 0.45x0.45 =0.2025, H= 1.20 ; volume = (H/3)x(A+B+√AxB), volume= (1/3)*(√1.44x0.2025)= 0.87 cum One Number = 0.87total 14 Number = 14X0.87= 12.180 Cum
31Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick . 1x4x(1.20+0.45)x1.26/2= 4.16, top 1.0x0.45x0.45 = 0.2025 total plaster = 4.82 sqmOne Number = 4.82total 14 Number = 14X4.82= 67.480 Sqm
32Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). AS per Plaster One Number = 4.360 total 14 Number = 14X4.360= 61.040 Sqm
33Construction of 14 Number Boundary Pillar at Range Danta
34Earth work in surface excavation not exceeding 30cm. in depth butexceeding 1.5 meter in width as well as10 Sqm on plan includingdisposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil 2x2= 4 sqmOne Number = 4 Sqm total 14 Number = 14X4 = 56
35Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. 1.2x1.2x0.30 = 0.432 cumOne Number = 0.432 total 14 Number = 14X0.432= 6.048 Cum
36Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. ground 4x1.2x0.30 = 1.44 ; 4x(1.20+.45/2) x 1.26 = 4.158 total = 5.598 sqmOne Number = 5.598total 14 Number = 14X5.598= 78.372 Sqm
37Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size) 1.2x1.2x0.30 = 0.432 cumOne Number = 0.432 total 14 Number = 14X40.432= 6.048 Cum
38Providing and laying cement concrete including curing,compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate40mm nominal size). A= 1.2x1.2 =1.44, B= 0.45x0.45 =0.2025, H= 1.20 ; volume = (H/3)x(A+B+√AxB), volume= (1/3)*(√1.44x0.2025)= 0.87 cum One Number = 0.87total 14 Number = 14X0.87= 12.180 Cum
39Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick . 1x4x(1.20+0.45)x1.26/2= 4.16, top 1.0x0.45x0.45 = 0.2025 total plaster = 4.82 sqmOne Number = 4.82total 14 Number = 14X4.82= 67.480 Sqm
40Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). AS per Plaster One Number = 4.360 total 14 Number = 14X4.360= 61.040 Sqm
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AI Tender Summary

OUR REF NO 57843412
AUTHORITY Government Departments
TENDER VALUE 9.35 Lakhs
LAST DATE 11-10-2026
Authority
Authority Name Forest Department
Work Description Tender for Construction Of Boundary Pillar At Range Neemkathana, Patan, Shrimadhopur, Sikar And Danta.
Basic Detail
Tender No 83/2026-27/12927
Bidding Type Tender
Location
City Sikar
State Rajasthan
Key Dates
Publish Date 02 Oct 2026
Submission Date 11 Oct 2026
Open Date 12 Oct 2026
Finance
Tender Value 9.35 Lakhs
Tender Fee 1000
EMD 18700
Exemption Not Available
Document List
b0fabb07-bb3d-4342-84ee-dbdc973c57f3.html
BOQ_1068848.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 02, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Oct 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

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b0fabb07-bb3d-4342-84ee-dbdc973c57f3.html

xls

BOQ_1068848.xls

pdf

Tendernotice_1.pdf

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