Irrigation Department Tender

BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.

Irrigation Department Tender

Works

Civil And Construction

Eprocure

Udalguri, Assam

Opening Date26 Sep 2024

Closing Date18 Oct 2024

Tender Amount₹ 3,76,33,955

Email

Download

Costs

EMD
₹ 7,52,679
Document Cost
₹ 7,600
Tender Fee
Refer Documents

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
2024_ID_39149_70
Bid Award Id
View
Tender No
01_RIDF_XXX_2024_25 Date_21_09_2024
Tender Authority
Irrigation Department View
Purchaser Address
-
Website
http://https://irrigation.assam.gov.in/

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Tender Notice-12.6 MBTendernotice_1.pdf

NIT

BOQ-1274.4 kBBOQ_63904.xls

BOQ

Document-21.3 MB1.pdf

bid

Document-147.1 kBTender_Detail_2024...Tender_Detail_2024_ID_39149_70.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Item No. 3 : Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. From 468 to 1000 m.

Quantity1117.2

Rate-

Amount 810.22

Item No. 4 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCCwork including cutting, bending, cranking with two piles 0.91M (20BWG) annealed wire hooking tying, complete as directed. From 468 to 1000 m.

Quantity383.64

Rate-

Amount 13127.94

Item No. 5 :Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) From 468 to 1000 m.

Quantity8810.69

Rate-

Amount 978.08

Item No. 15 : Collection of sand gravel (40% sand and 60% gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete. From 468 to 1000 m.

Quantity167.58

Rate-

Amount 944.83

Item No. 16 : Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site completed as directed. Quarry = Dhansiri = Distance = 5.00 Km For First Km.

Quantity167.58

Rate-

Amount 107.14

For subsequence Km.

Quantity670.32

Rate-

Amount 44.13

Item No. 17 : Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope, pitching etc. with local carriage of boulders from a distance of 60 M with lift upto 3 M complete as directed.

Quantity167.58

Rate-

Amount 457.23

Item No. 7 : CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Quantity574.56

Rate-

Amount 8992.08

Item No. 8 : 12mm cement plastering including clearing surface and curing, complete as directed.

Quantity2447.2

Rate-

Amount 302.65

Item No. 9 : Providing 50mm wide expansion joints with bituminous compound mixedwith coarse sand for canal work at an interval of 10M apart including laying, fitting the compound in proper position, etc, complete as directed.

Quantity286.2

Rate-

Amount 544.44

Item No. 10 :Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1KM including paying compensation of earth obtained from private land if any loading, unloading, spreading thesame in embankment in layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment,breaking clods not more than 10mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will bemade after deduction of 12.50% shrinkage allowance from the gross quantity).

Quantity5442.84

Rate-

Amount 748.6

Construction of Bed Barrier

Quantity-

Rate-

Amount -

Item No. 1: Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (B) In soil mixed with gravel and boulder upto 30 cm size

Quantity187.68

Rate-

Amount 504.75

Item no. 3: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). (ii)With shuttering & without Dewatering

Quantity21.18

Rate-

Amount 8106.45

Item no. 4: CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Quantity130.68

Rate-

Amount 8756.64

Item No. 4 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCCwork including cutting, bending, cranking with two piles 0.91M (20BWG) annealed wire hooking tying, complete as directed. From 468 to 1000 m.

Quantity60.48

Rate-

Amount 13127.94

Item No. 5 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (ii) With 38 mm thick wood plank

Quantity476.34

Rate-

Amount 380.91

Item no.7: 12 mm cement plastering including clearing surface and curing, complete as directed. In proportion 1:4

Quantity139.98

Rate-

Amount 284.71

Item no.8: Collection of one man size 25cm to 30cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height a tquarry site and complete as directed.

Quantity9.48

Rate-

Amount 1077.1

Item No. 9 : Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site completed as directed. Quarry = Dhansiri = Distance = 5.00 Km For First Km.

Quantity9.48

Rate-

Amount 107.14

For subsequence Km.

Quantity47.4

Rate-

Amount 44.13

Item No. 10 : Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope, pitching etc. with local carriage of boulders from a distance of 60 M with lift upto 3M, complete as directed.

Quantity9.48

Rate-

Amount 862.09

Item no.11: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Quantity225

Rate-

Amount 617.97

Construction of RCC precast slab

Quantity-

Rate-

Amount -

Item No. 4 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCCwork including cutting, bending, cranking with two piles 0.91M (20BWG) annealed wire hooking tying, complete as directed.

Quantity4.5

Rate-

Amount 13127.94

Item no. 4: CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Quantity8.28

Rate-

Amount 8756.64

Item No. 5 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (A) Shuttering (Slab)

Quantity42.36

Rate-

Amount 380.91

Construction of 600 mm dia HP Culvert

Quantity-

Rate-

Amount -

Item No. 1: Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (B) In soil mixed with gravel and boulder upto 30 cm size

Quantity252

Rate-

Amount 504.75

Item No. 2: CC work in proportion 1:4:8 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Quantity17.28

Rate-

Amount 7591.09

Item no. 3: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). (ii)With shuttering & without Dewatering

Quantity57.76

Rate-

Amount 8106.45

Item no. 4: CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Quantity21.12

Rate-

Amount 8756.64

Item No. 5: Supplying of 600mm dia NP3 R.C.C Hume pipe

Quantity16

Rate-

Amount 17545.72

Item No. 6:Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed.

Quantity40

Rate-

Amount 561.13

Item no.7: 12 mm cement plastering including clearing surface and curing, complete as directed.

Quantity96.96

Rate-

Amount 302.65

Item no.8: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Quantity603.44

Rate-

Amount 617.97

Construction of 4.00 m Cattle cart crossing

Quantity-

Rate-

Amount -

Item No. 1: Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (B) In soil mixed with gravel and boulder upto 30 cm size

Quantity225.9

Rate-

Amount 504.75

Item no. 3: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Quantity14.5

Rate-

Amount 8106.45

Item No. 4 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCCwork including cutting, bending, cranking with two piles 0.91M (20BWG) annealed wire hooking tying, complete as directed.

Quantity93.78

Rate-

Amount 13127.94

Item No. 5 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).

Quantity464.65

Rate-

Amount 380.91

Item No. 5 :RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Quantity182.25

Rate-

Amount 10093.61

Item no.7: 12 mm cement plastering including clearing surface and curing, complete as directed. In proportion 1:4

Quantity120

Rate-

Amount 284.71

Item no.8: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Quantity1128.8

Rate-

Amount 617.97

Construction of 110 mm dia PVC outlet

Quantity-

Rate-

Amount -

Item No.1 : Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (A) In all types of soil (except soil mixed with gravel and boulder) (i) For normal lead of 30 M and lift of 1.50 M

Quantity206.5

Rate-

Amount 358.69

Item No.2 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).

Quantity1376.5

Rate-

Amount 380.91

Item no. 3: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Quantity48.5

Rate-

Amount 8106.45

Item no. 4: CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Quantity138

Rate-

Amount 8756.64

Item No. 5 : Supplying, fitting, fixing PVCpipes(IS12818,6kg/cm2 ), joining pipeswith relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately)

Quantity150

Rate-

Amount 741.74

Item no.6: 12 mm cement plastering including clearing surface and curing, complete as directed. In proportion 1:4

Quantity285

Rate-

Amount 284.71

Item no.7 : Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Quantity525

Rate-

Amount 617.97

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.