Tender For Pipeline Fis Under Pmksy-Hkkp For The Year 2021-2022(Head Works)
Tender Value
9.58 Crore
Estimated cost
Bid Submission
04 May 2023
0 days left
EMD
19.16 Lakhs
Bank guarantee accepted
Document Fee
19200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tamulpur → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Pipeline Fis Under Pmksy-Hkkp For The Year 2021-2022(Head Works)
BOQ
| Sl. No. | Item Description |
| 1 | Diversion Channel& Codder dam |
| 2 | Earth work in excavation of diversion/ feeder channel to the design section and grade by depositing the spoils in the form of embankment on either side to the design section and grade in layers not exceeding 15cm thick including clearing light jungles and trees up to 15cm dia uprooting roots and stumps from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10mm cube dressing, ramming, bailing out stagnant rain water where necessary complete as directed with lead up to 30m and lift up to 1.5m. |
| 3 | Earth work in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 Km. including paying compensation of earth obtained from private land if any, loading, unloading and stacking in measurable stacks not more than 1m height, spreading the same in 15 cm thick including clearing light jungles, removing trees up to 15cm dia uprooting roots and stumps etc. from the seat of embankment, profiling with all lift complete as directed. (Payment will be made after 12.5% shrinkage allowances from the gross quantity.)(A) Ordinary soil |
| 4 | Construction of whole bamboo single pallasiding with matured Jati bamboo post 60 mm to 75 mm dia 15 cm clear apart 1.20 m to 1.50 m above ground and 1.00 m to 1.20 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 three rows half jati bamboo kamies.Complete as directed. |
| 5 | Supplying and laying of empty cement bags filled with sand/earth (As locally available) including stiching the mouth,laying,fixing in position with supply of bags,sutlies etc. Complete as directed. |
| 6 | Spillway |
| 7 | Preparing/making level of the ground surface for layout of headworks/ structures for fixing the required axis line by cutting the high land filling and levelling the low land where necessary |
| 8 | Earthwork in excavation in foundation of structures by means of Hydraulic Excavator in all soils including mud, silt, sady clay from the river bed, etc, including clearing the side, dressing,etc.,and removing the earth by loading to dumpers for farther carrige to asafe distance, complete as directed .(0.30 CuM Bucket)A. Upto river bed level |
| 9 | Earthwork in excavation in foundation of structures by means of Hydraulic Excavator in all soils including mud, silt, sady clay from the river bed, etc, including clearing the side, dressing,etc.,and removing the earth by loading to dumpers for farther carrige to asafe distance, complete as directed . (0.30 CuM Bucket)A. Below river bed level |
| 10 | Cost of dewatering involved during earthwork in excavation of foundation trenches of canal structures (by pumps) in soil mixed with silt and sand etc. Dewatering by using 1 No. 10 HP and 2 Nos. 5 HP water pump. |
| 11 | Carriageof excavated earth by dumpers with a lead upto 2 KM unloading to a safe place as directed including spreading, dressing etc, complete as directed. |
| 12 | Providing and driving \"Z\" type steel sheet pile of 0.69 M effective width, 8mm thick and average weight 68.30 kg/M to specified level and lines including cutting to proper size, making holes including painting sheet piles with two coats of anticorrosive bitumen paint and dewatering including necessary tools and plants and all other accessories complete as directed.(Portion of sheet pile to be embedded in concrete shall not be painted). |
| 13 | Cement 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.)B) Hard river broken stone 13 mm to 38 mm size |
| 14 | Cement Concrete work in proportion 1: 3: 6 with aggregate of size 13mm 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.)B) Hard river broken stone 13 mm to 38 mm size |
| 15 | Cement Concrete work in proportion 1: 2: 4 with aggregate of size 6mm to 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.) |
| 16 | Cement Concrete work in proportion 1: 1.5: 3 with aggregate of size 6mm to 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. (Temporary arrangement for obtaining clear water should be made at site.)A. Hard river broken stone of 6mm to 20mm size(i) Without shuttering and with out dewatering |
| 17 | Supplying, 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. |
| 18 | Centering and shuttering including propping etc. Where necessary and removal of forms after completion of C.C. and RCC work complete as directed (measurement to be on the face area of timber).(A) Slab, abutment walls, piers, pedestal etc.(i) with 19mm thick ply board |
| 19 | Providing scaffolding work with rows of Bholuka bamboo and Jati bamboo horizontal one row jati bamboo cross and placing second class planks of 0.025 m thick in between the rows tying with coir strings lacing two nos. vertical jati bamboo at both end including dismantling the scaffolding etc. complete as directed. |
| 20 | Collection 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.) |
| 21 | Collection and supply of gravel free from dust, dirt and other foreign materials, paying forest royalty, sales tax etc. at work site including stacking in measurable stacks complete as directed. (Considering average distance of 25 Km and 50 km) |
| 22 | Collection of hard broken stone of size 6 mm to 20 mm from river boulder free from dust and dirt and foreign materials including stacking at quarry site, complete as directed. (in the gap of C.C. block protection)Hard broken river gravels 6mm to 20mm size |
| 23 | Labour 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 irected complete including all carriage etc. |
| 24 | Collection and supply of one man size 23 to 30 cm hard river boulder including loading, unloading, stacking in measurable stacks at work site paying forest royalty etc. complete as directed. [Average distance considered 25 Km] |
| 25 | Labour 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 |
| 26 | Earthwork in back filling of structure with earth obtained from outside borrow pits filling with 15 cm layer ramming, dressing and compaction and watering including paying compensation of land if any (with lead up to 30 M and lift 1.5 M). |
| 27 | Dewatering Cost 5 HP Pump |
| 28 | Dewatering Cost10 HP Pump |
| 29 | Supplying and mixing rapidite in concrete works below ground water level where necessary etc. complete as directed. |
| 30 | Providing 75 mm dia. Weep Holes including supplying and fixing 75 mm dia PVC pipe in weep holes, complete as directed. |
| 31 | Supplying, fitting and fixing 38 mm dia G.I pipe (Tata) railing in three rows including two coats of silver painting etc. complete as directed. |
| 32 | Supplying, fabricating,fitting and fixing the steel gates of Cross and Head Regulator as per design and drawing and specifications including supplying, fabricating, fitting and fixing operating platform including supplying steel beam, channel sectons, Rubber Seal etc embedded partly where necessary and manual operated hoisting equipments including carriage of all materials to work site complete as directed.( 6 Nos Cross Regulator gates of size 27 m X 1.50 m and 1 No Head Regulator gate of size 2.70 m X 2.00 m) |
AI Tender Summary
Tender Timeline
Apr 14, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 04, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 04, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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