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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC SANTIPUKHURI H NO Q 8 MANGALDOI P O SANTIPUKHURI P S SIPAJHAR DIST DARRANG PIN 784144 | DARRANG | ASSAM | 784144 | ₹5.0 L Quoted ₹43.4 L | L1 | Accepted-AOC L1 |
| 2 | L1₹5.3 LAccepted-AOC | ₹5.3 L Quoted ₹43.4 L | L1 | Accepted-AOC L1 |
| 3 | L1₹5.5 LAccepted-AOC MANGALDAI DALGAON SIPAJHAR DIVISION I MANGALDAI | ₹5.5 L Quoted ₹43.4 L | L1 | Accepted-AOC L1 |
| 4 | L1₹7.3 LAccepted-AOC | ₹7.3 L Quoted ₹43.4 L | L1 | Accepted-AOC L1 |
| 5 | L1₹7.8 LAccepted-AOC VILL TAKANKATA P O MESKAPUKURI P S KALAIGAON DIST UDALGURI ASSAM | UDALGURI | ASSAM | 784113 | ₹7.8 L Quoted ₹43.4 L | L1 | Accepted-AOC L1 |
Tender Value
₹48.2 L
EMD Value
₹96,438
Closing Date
17 May 2023, 2:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER MANGALDAI-DALGAON-SIPAJHAR DIVISION (IRRIGATION) MANGALDAI -784125
Repairing and Restoration of Kulsik (Makelikanda)FIS under SOPD,FDR 2022-23
2023_ID_30582_1
M/3/Pt- XI/2023/504 Dt. 24/04/2023
Open Tender
Civil Works
Item Rate
180 days
Mangaldai
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,050
₹96,438
Yes
7 Dec 2023
27 Apr 2023
17 May 2023
27 Apr 2023
17 May 2023
3 May 2023
Amount
Improvement of D/S Left side and right side protection work of Kulsik Irrigation Scheme(Makelikanda)
Item No1: Earth work in excavation of canal structure in all types of soil as per design and drawing including dressing the foundation shoring etc. removing surplus spoils by head lead to a safe distance from the working place and depositing required spoils in uniform layers, dressing, watering, breaking clods to not more than 10mm cube with compensation all complete as directed at site (Including bailing out stagnant rain water where necessary)a) ordinary soil(except soil mixed with gravel and boulders) and for normal lead upto 30.0m and lift upto 1.50m
Item no 02: Construction of 1.0m square boulder sausage including supplying of all materials with 25cm to 30 cm size river boulder collected from a lead of 25 km encaged in 15 cm mesh in 8G hexagonal wire netting and filling the voids between boulders with gravel not exceeding 8 cm in size tied in position as per direction including necessary local carriage of materials including paying forest royalties including providing one no of whole jati bamboo horizontal runner along the top of the sausage with vertical voluka bamboo post 1.5 m apart driven at least 0.6 m below ground and tying with sausage etc. all complete as directed.Left side guide bund and Rightt side guide bund
Item no 03: Supplying and laying of filter materials consisting of sand and river shingles free from dust dirt and other foreign materials and laying in three layers in position as per drawing and specification as directed by the department.Left side guide bund and Rightt side guide bund
Item no.04: Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height at quarry site and making payment of forest royalty etc, complete as directed.Left side guide bund and Rightt side guide bund
Item no 05: Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slopes pitching etc. with local carriage of boulder from a distance of 60.00 m with lift up to 3.00m as directed.
Item no 06: Earthwork in canal embankment and bed filling as per designed section and grade by truck / tractor carriage for a minimum distance of 4 km including paying compensation of earth obtained from private land if any, loading, unloading, spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungles, removing trees u[pto 15 cm dia and up rooting roots and stumps etc from the seat of embankment, breaking clods not more than 10 cm cube, ramming, dressing, and roughening the seat of embankment profiling etc with all lift complete as directed ( payment will be made after deduction of 12.5% shrinkage allowance from the gross quantity)Left side guide bund and Rightt side guide bund
Restoration and improvement of Canal embankment and construction of C.C. cast in situ Canal lining
Item No.:1:Earth work in canal embankment and bed filling as per designed section and grade by truck/tractor carriage for a minimum distance of 4KM including paying compensation of earth obtaining from private land if any, loading, unloading, spreading the same in embankment in layers not exceeding 15cm. thick including clearing light jungles ,removing trees up to 15cm dia. and uprooting roots and stumps etc. from the seat of embankment, breaking clods to not more than 10cm3 ramming, dressing and roughening the seat of embankment profiling etc. with all lift complete as directed. ( payment will be made after deduction of 12.5% shrinkage allowance from the gross quantity).
Item No.2: 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).
Item No-3: Providing bitumen of appropriate grade in the construction joint of CC lining as per drawing complete as directed.
Construction of Deck Slab on Head work
Item No.:1:Labour charge for dismantling of old CC works of canal structures and carriage the spoils and depositing the same in a safe distance as directed. : Carriage up to lead of 60 M and lift upto 9 M
Item No.2: RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Item No-3:Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).
Item No-4:Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.
Item No-5:Supplying 1 1/2" dia GI pipe for hand railing including fitting & fixing the same in position etc, complete as directed.
Improvement of Approach Road
Item No.:1:Earth work in canal embankment and bed filling as per designed section and grade by truck/tractor carriage for a minimum distance of 4KM including paying compensation of earth obtaining from private land if any, loading, unloading, spreading the same in embankment in layers not exceeding 15cm. thick including clearing light jungles ,removing trees up to 15cm dia. and uprooting roots and stumps etc. from the seat of embankment, breaking clods to not more than 10cm3 ramming, dressing and roughening the seat of embankment profiling etc. with all lift complete as directed. ( payment will be made after deduction of 12.5% shrinkage allowance from the gross quantity).
Item No.:2 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.
Item No.:3 Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.50 M, complete as directed.
Hume pipe installation at ch 950.0m and ch. 1100.0m
Item No.:1:Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed.R/S main canal ,Ch. 950m,Ch. 1100m
Item No.2: 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). Ch. 950m,Ch. 1100m
Item No-3: Providing bitumen of appropriate grade in the construction joint of CC lining as per drawing complete as directed.
Item No.4:Supplying of 0.60 m dia Hume Pipe (NP2) with necessary collors Ch. 950m, Ch. 1100m
Item No.5: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.
BAHARUL ISLAM
JUGAL SARMAH
MUKUT SAIKIA
MUNNA AHMED
MANOJ KR GOSWAMI
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