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Tender For Gendra Fis At Bholabatabari (Headworks Appurtenant Works) Under Pmksy_Hkkp For The Year 2021-22

Issued by Government Departments · bijni, Assam
Tender Value
3.41 Crore
Estimated cost
Bid Submission
08 Mar 2023
0 days left
EMD
6.83 Lakhs
Bank guarantee accepted
Document Fee
6900
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
bijni → Assam
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Gendra Fis At Bholabatabari (Headworks Appurtenant Works) Under Pmksy_Hkkp For The Year 2021-22

BOQ

Name of Work:“Gendra FIS at Bholabatabari (Headworks appurtenant works) under PMKSY_HKKP for the year 2021-22”.
Sl. No. Item Description
1Diversion Head ChannelEarthworkinexcavationofdiversion/feederchanneltothe designsectionandgradebydepositingthespoilsintheformof embankmentoneithersidetothedesignsectionandgradein layers not exceeding 15cm thick including clearing light jungles and trees up to 15cm dia uprooting roots and stumps from the seat of theembankmentandcanalfreefromall vegetationincluding breakingclodsnotmorethan10mmcubedressing,ramming, bailing out stagnant rain water where necessary complete as directed with lead up to 30m and lift up to 1.5m.B.(i) Hard Soil (i) Soil mixed with gravel and morum up to 50mm size
2Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.
3Hire charge of 5 HP pumps
4Hire charge of 10 HP pumps
5CofferdamConstruction of whole bamboo single pallasiding with matured Bhaluka bamboo pst 7.50 cm to 10 cm dia 5 cm clear apart 1.50 m to 1.00 m above ground and 1.00 m to 1.2o m below ground with jati bamboo structs placed 1.20 m to 1.50 m apart tied with galvd. wire of 16 G to 18 G and complete with threerows half jati bamboo kamies.Complete as directed.
6Supplyingandlayingofemptycementbagsfilledwithsand/earth(Aslocallyavailable) including stichingthe mouth,laying,fixinginpositionwith supplyof bags,sutlies etc. Complete as directed.
7Earthworkinexcavationofdiversion/feederchanneltothe designsectionandgradebydepositingthespoilsintheformof embankmentoneithersidetothedesignsectionandgradein layers not exceeding 15cm thick including clearing light jungles and trees up to 15cm dia uprooting roots and stumps from the seat of theembankmentandcanalfreefromall vegetationincluding breakingclodsnotmorethan10mmcubedressing,ramming, bailing out stagnant rain water where necessary complete as directed with lead up to 30m and lift up to 1.5m.B.(i) Hard Soil (i) Soil mixed with gravel and morum up to 50mm size
8Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.
9Construction of Barrage Cum SpillwayCutting light jungles and trees up to 10cm girth including uprooting roots and stumps and ramming the same from the site of work etc. complete as directed.
10Preparing / making level the ground surface for layout of Headwork / structures for fixing the required axis line by cutting the high land and filling and levelling the low land where necessary etc, complete as directed.
11Earthwork in excavation of foundation of Headwork in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head lead to a safe distance from the working place & depositing required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 cm cube with compensation all complete as directed at site (including bailing out stagnant rain water where necessary). A)All types of soils except soil mixed with gravel and boulder (for normal lead of 30 m & lift of 1.50 m)
12Earthwork in excavation and removal of swelled up earth mixed with silt and slurry due to sand, bailing out water in foundation trenches upto required level including shuttering, shoring, dewatering by means of pump set etc. removing the spoils to a safer distance etc, complete as directed.
13Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.) (i)Distance of work site from quarry@ 25 Km
14Cement Concrete work in proportion 1: 4: 8 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) A) River Singles(i)Without shuttering & without Dewatering
15Collection and supply of one man size 23cm to 30cm collected manually from quarry rocks; stacking at quarry site including payment and forest royalties etc. complete as directed.
16Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.
17Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
18Cement Concrete work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed.(Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
19Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mmto 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed.(Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) (A) Hard river broken stone 6 mm to 20 mm size (i)Without shuttering & without Dewatering
20Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/ TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed.
21Centering and shuttering including propping etc. where necessary and removal of forms after completion ofC.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber)
22Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope with voids filling and local carriage of boulders from a distance of 50 m with lift up to 3.00 m Complete as directed.
23Supplying, fitting, fixing of steel gate of cross & Head Regulator as per design & drawing & specification including supplying of steel beams, channel section, Rubber seal etc including all materials embedded partly where necessary & manually operated chorister equip mints including carriage of all materials to work site complete.
24Supplying and laying of filter bajries in the gaps between the cement concrete protection block complete as directed.(6 mm to 20 mm size aggregates.Considering average distance from quarry to the work site = 25.00 Km)
25Supplying of quick setting concrete admixture of specified brand including loading and unloading, carriage to the work site, complete as directed.
2612mm thick cement plastering including clearing surfaces and curing etc. complete as directed.i) In Prop. 1:3
27Plum concrete work in 40% plum hard boulder 15cm to 23cm size and filling the interstices with 60% of C.C. in prop. 1:3:6 of 13 mm to 38 mm aggregate including shuttering, curing etc. complete as directed. (Temporary arrangement for obtaining clear water should be made at site.) (Av. Quarry distance = 25 KM) A) With River boulder and with River singles. (i)Without shuttering & without Dewatering
28Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.
29Construction Head RegulatorEarth work in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15cm layers on both the banks as necessary including clearing light jungles, removing trees up to 15cm, uprooting roots, stumps from the seat of embankment and canal bed and free from all vegetation including breaking clods not more than 10mm cube ramming, dressing and roughening the seat of embankment with lead up to 30m and lift up to 1.5m complete as directed.B.(i)Hard soil (Soil mixed with gravel or morum up to 50mm size)
30Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.) (i)Distance of work site from quarry@ 25 Km
31Collection and supply of one man size 23cm to 30cm collected manually from quarry rocks; stacking at quarry site including payment and forest royalties etc. complete as directed.
32Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.(For 20 KM Road)
33Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
34Cement Concrete work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed.(Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
35Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mmto 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed.(Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) (A) Hard river broken stone 6 mm to 20 mm size (i)Without shuttering & without Dewatering
36Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/ TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed.
37Centering and shuttering including propping etc. where necessary and removal of forms after completion ofC.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber)
38Centering and shuttering including propping etc. where necessary and removal of forms after completion ofC.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber)
39Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope with voids filling and local carriage of boulders from a distance of 50 m with lift up to 3.00 m Complete as directed.
4012mm thick cement plastering including clearing surfaces and curing etc. complete as directed.
41Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.
42Supplying, fitting, fixing of steel gate of cross & Head Regulator as per design & drawing & specification including supplying of steel beams, channel section, Rubber seal etc including all materials embedded partly where necessary & manually operated chorister equip mints including carriage of all materials to work site complete.
43Construction of Afflux Bund at U/S (200 RM)Earth work in filling in marginal bund/ Guide bund/ Afflux bund/ Canal embankment etc. in the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees up to 15cm dia and uprooting roots and stumps from the seat of the embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, dressing, watering and roughening the seat of the embankment before throwing earth, profiling etc., paying compensation of earth borrowed from private land or forest land if any, lead up to 30m and lift up to 1.5m, complete as directed. B.(i)Hard soil (Soil mixed with gravel or morum up to 50mm size)
44Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.)
45Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.
46Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
47Plum concrete work in 40% plum hard boulder 15cm to 23cm size and filling the interstices with 60% of C.C. in prop. 1:3:6 of 13 mm to 38 mm aggregate including shuttering, curing etc. complete as directed. (Temporary arrangement for obtaining clear water should be made at site.) (Av. Quarry distance = 25 KM)
48Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.
49Construction of Afflux Bund at D/S (40 RM)Earth work in filling in marginal bund/ Guide bund/ Afflux bund/ Canal embankment etc. in the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees up to 15cm dia and uprooting roots and stumps from the seat of the embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, dressing, watering and roughening the seat of the embankment before throwing earth, profiling etc., paying compensation of earth borrowed from private land or forest land if any, lead up to 30m and lift up to 1.5m, complete as directed.
50Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.)
51Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.
52Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
53Plum concrete work in 40% plum hard boulder 15cm to 23cm size and filling the interstices with 60% of C.C. in prop. 1:3:6 of 13 mm to 38 mm aggregate including shuttering, curing etc. complete as directed. (Temporary arrangement for obtaining clear water should be made at site.) (Av. Quarry distance = 25 KM)
54Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.

AI Tender Summary

OUR REF NO 36315674
AUTHORITY Government Departments
TENDER VALUE 3.41 Crore
LAST DATE 08-03-2023
Authority
Authority Name Bodoland Territorial Council
Work Description Gendra Fis At Bholabatabari (Headworks Appurtenant Works) Under Pmksy_Hkkp For The Year 2021-22
Basic Detail
Tender No CHDI/ ET/2022-23/10
Bidding Type Tender
Location
City bijni
State Assam
Key Dates
Publish Date 17 Feb 2023
Submission Date 08 Mar 2023
Open Date 08 Mar 2023
Finance
Tender Value 3.41 Crore
Tender Fee 6900
EMD 6.83 Lakhs
Exemption Not Available
Document List
BOQ_47308.xls
863c17fc-01b3-440e-876b-31f4e3818ff5.html
SBD23.pdf
Tendernotice_1.pdf

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Tender Timeline

Feb 17, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 08, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 08, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_47308.xls

html

863c17fc-01b3-440e-876b-31f4e3818ff5.html

pdf

SBD23.pdf

pdf

Tendernotice_1.pdf

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