Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #48058494

Tender For Repair And Rejuvenation Of Singrawali Bundh

Issued by Government Departments · bharatpur, Rajasthan
Tender Value
45.33 Lakhs
Estimated cost
Bid Submission
24 Mar 2025
0 days left
EMD
90668
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Repair And Rejuvenation Of Singrawali Bundh; 1 Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Ordinary 2 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 90% 3 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil 4 Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor) 5 Watering of earth including cost of carriage of water when source of water is up to 1 Km 6 Quarry rubish not more than 10 cm in size including all lead and lift. 7 Spreading of quarry rubbish / spalls / murranda to required grade & camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete. 8 Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 23 cm thickness (5 % thickness tolerance) 9 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 40 mm 10 Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; 20 mm 11 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 Masonry work in superstructure 12 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 13 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm 14 Raised and cut pointing on stone masonryincluding racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. Cement sand mortar 1:3 15 Brick masonry (using well burnt clay bricks of size 230x 110x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete.In cement sand mortar 1:4 Add extra if well burnt clay bricks (size 230x110x70 mm) class designation 100 as per specifications are to be used over item no 10 Masonry work in superstructure 16 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materialsof thickness:20 mm 17 Providing, Fabrication, machining with straighteningwork of GuideTee,Track,Sealing frame, Leaf frame or any part ofgate s,complete asperdrawing with testing, includingcostof all materials, withmachinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaningetc.,applyingonecoatofzincrichepoxyprimer and two coats of cold applied coal tar epoxy paint, etc.,completeasperspecifications and approved drawingswith all lead andlifts, including packing & forwarding, transportation charges for structural steel components and other materials.Rate of work with all materials 18 Painting standard type gauge with black, red and white un-washable paints including cost of material

BOQ

Name of Work: Repiar and Rejuvenation of Singrawali Bund
Sl. No. Item Description
1Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Ordinary
2Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 90%
3Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil
4Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor)
5Watering of earth including cost of carriage of water when source of water is up to 1 Km
6Quarry rubish not more than 10 cm in size including all lead and lift.
7Spreading of quarry rubbish / spalls / murranda to required grade & camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete.
8Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 23 cm thickness (5 % thickness tolerance)
9Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 40 mm
10Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; 20 mm
11Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 Masonry work in superstructure
12Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5
13Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm
14Raised and cut pointing on stone masonryincluding racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. Cement sand mortar 1:3
15Brick masonry (using well burnt clay bricks of size 230x 110x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete.In cement sand mortar 1:4 Add extra if well burnt clay bricks (size 230x110x70 mm) class designation 100 as per specifications are to be used over item no 10 Masonry work in superstructure
16Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materialsof thickness:20 mm
17Providing, Fabrication, machining with straighteningwork of GuideTee,Track,Sealing frame, Leaf frame or any part ofgate s,complete asperdrawing with testing, includingcostof all materials, withmachinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaningetc.,applyingonecoatofzincrichepoxyprimer and two coats of cold applied coal tar epoxy paint, etc.,completeasperspecifications and approved drawingswith all lead andlifts, including packing & forwarding, transportation charges for structural steel components and other materials.Rate of work with all materials
18Painting standard type gauge with black, red and white un-washable paints including cost of material

AI Tender Summary

OUR REF NO 48058494
AUTHORITY Government Departments
TENDER VALUE 45.33 Lakhs
LAST DATE 24-03-2025
Authority
Authority Name Water Resources Department
Work Description Tender For Repair And Rejuvenation Of Singrawali Bundh; 1 Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Ordinary 2 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 90% 3 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil 4 Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor) 5 Watering of earth including cost of carriage of water when source of water is up to 1 Km 6 Quarry rubish not more than 10 cm in size including all lead and lift. 7 Spreading of quarry rubbish / spalls / murranda to required grade & camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete. 8 Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 23 cm thickness (5 % thickness tolerance) 9 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 40 mm 10 Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; 20 mm 11 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 Masonry work in superstructure 12 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 13 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm 14 Raised and cut pointing on stone masonryincluding racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. Cement sand mortar 1:3 15 Brick masonry (using well burnt clay bricks of size 230x 110x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete.In cement sand mortar 1:4 Add extra if well burnt clay bricks (size 230x110x70 mm) class designation 100 as per specifications are to be used over item no 10 Masonry work in superstructure 16 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materialsof thickness:20 mm 17 Providing, Fabrication, machining with straighteningwork of GuideTee,Track,Sealing frame, Leaf frame or any part ofgate s,complete asperdrawing with testing, includingcostof all materials, withmachinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaningetc.,applyingonecoatofzincrichepoxyprimer and two coats of cold applied coal tar epoxy paint, etc.,completeasperspecifications and approved drawingswith all lead andlifts, including packing & forwarding, transportation charges for structural steel components and other materials.Rate of work with all materials 18 Painting standard type gauge with black, red and white un-washable paints including cost of material
Basic Detail
Tender No NIT 06/2024-25_Bharatpur_MJSA
Bidding Type Tender
Location
City bharatpur
State Rajasthan
Key Dates
Publish Date 03 Mar 2025
Submission Date 24 Mar 2025
Open Date 25 Mar 2025
Finance
Tender Value 45.33 Lakhs
Tender Fee 1000
EMD 90668
Exemption Available
Document List
Tendernotice_1.pdf
93a7f9df-153c-4b0b-bb37-93574c106dc3.html
BOQ_809548.xls

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Tender Timeline

Mar 03, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 24, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 25, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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pdf

Tendernotice_1.pdf

html

93a7f9df-153c-4b0b-bb37-93574c106dc3.html

xls

BOQ_809548.xls

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