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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC AS PER UPLOADED |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
20 Jun 2024, 11:00 amClosed
SUPERINTENDING ENGINEER
SUPERINTENDING ENGINEER GANDAK IRRIGATION WORK CIRCLE-1, GORAKHPUR
RESTORATION AND DEMARCATION OF PATANI DY. IN DISTRICT DEORIA AND KUSHINAGAR
2024_UPIDC_909441_10
05/SE/2023-24
Open Tender
Civil Works
Item Wise
180 days
DEORIA
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,514
₹4.3 L
Yes
15 Oct 2024
14 Jun 2024
20 Jun 2024
14 Jun 2024
20 Jun 2024
14 Jun 2024
Amount
Opening and dismantling of damaged regulator gate with cost of gas cutter labour etc.
Supplying MS plate10mm thick for gate.Weight of 10mm plate 78.5kg/m²
Supplying & Fixing MS angle iron 75x75x6mm
Supplying & Fixing beam and channel section etc of different size & section as per requirement of site 150x75x75x6 mm weight of channel 16.80kg/ RM
Supply & Fixing of rubber seal in gate shutter with cost of all type Material t&petc as per direction of engg. In charge
supplying & fixing of c.i coupling 10"dia with collerfited for head regulator as per dirction of engg in charge
Supplying & fixing of heavy grade GI pipe of 1.1 m & 75mm dia (3"dia) for head regulator as per direction of Engineer in Charge.
Supplying & fixing plane G.M.bushcoller fitted in C.I. coupling for head regulator as per direction of Engineer in Charge.
supplying & fixing handle as per sample size for regulator as per direction of Engineer in Charge.
supplying & fixing threaded G.M. bush with coller fitted in c.i coupling for head regulator as per direction of Engineer in Charge.
Supplying of nut and Bolts 5/8x3”
supplying & fixing of 10 mm thick Mild Steel channel guide plate of 250 mm dia with 5/8” holes on equal distance as per direction of engg. In charge
Supplying 15mm dia over size MS shaft Weight of 50mn dia shaft 15.41/KG as per direction of Engineer in Charge.
Threading of 50mm dia over size MS shaft 2tp1/4” depth thread and making the top of shaft as handle size
Labour charges for fabrication of regulatore as per standared at site with cost of all type t & p labour etc,
Labour charge for fitting of regulator as site with cost of all type t&p
Mfg& supplying fitting hold fast 0.30M
1st class brick work in 1:4 cement mortar with class brick M-150, sonbhadra coarse sand of FM. Not less then 2.00, including all cost of materials,T&P and labours and other accessories required for proper completion of work
Struck deep Cement Pointing in 1:2 cement mortar inner side in approved cement and coarse sand (Sonbhadra) and with all ead & lift including all material, labour, T&P and all taxes etc complete.
Centering and shuttering for RCC/CC work including all cost of materials,T&P labours and other accessories required for proper completion of work As directed by engg. In charge as per I.D Specification.
Laying C.C. work in 1:2:4 (M15) sonbhadra coarse sand of FM. Not less then 2.00 and dala grit (12.5mm to 20mm.) including all cost of materials,T&P and labours and other accessories required for proper completion of work. as per direction of Engineer in Charge.
Finishing wall paint two coat over one coat primer with acrylic smooth exterior paint including scraping and cleaning of old surface paint, dust, material, labour, T&P etc. Complete.
12 mm thick plaster with cement mortar inproportion of 1:4 cement and sand of 1.25 F.M. over brick work minium thickness not be less than 10 mm including supply of all materials,labour and T&P etc required for proper, completion of work.
Painting gauge including cost of material morethan 25cm. width.
Painting/Printing letter upto 10cm height including cost of material, labour, T&P etc. complete as directed by Engineer-in-Charge
Earth work in digging foundation in all type of soil with all lead and lift including refilling the trench and proper disposal of excess earth as per direction of Engineer-in-charge.
Earth work in excavation in foundation including digging and refilling the trenches with its proper disposal within 30 meter lead & all lift with cost of labour and T&P for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification.
Plain Cement Concrete in 1:3:6 in foundation with Coarse sand having F.M. Not less than 2.5, Crushed Stone Aggregate of nominal size of 20 mm to 40 mm, Mechanically mixed, placed in foundation and properly compacted including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification.
Supplying and laying Coarse Sand below cement concrete lining including cost of all materials, labour, T&P etc required for proper completion of work as directed by Engineer-in-Charge as per I.D. specification.
Providing & Laying Geo Textile (Sheet) 200gsm thick below cement concrete lining including cost of all materials, labour, T&P etc required for proper completion of work as directed by Engineer-in-Charge as per I.D. specification.
Supply and fixing PVC Kulawa Pipe 160 mm dia (6") 6 kg presser I.S.I marke ,labour, t&p etc. required for proper completion of worK.
Supply and fixing PVC Kulawa Pipe 110 mm dia (4") I.S.I marke ,labour, t&p etc. required for proper completion of worK.
Providing and laying Steel in Reinforcement including cost of steel shaping, cutting, bending, placing in position and binding with steel binding wire etc. including cost of all materials, labour and T&P with all leads and lift for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification.
Dry brick on edge soling with 1st class brick including preparation of sub-grade to prescribed camber, filling joint with loose earth including the cost material labour and T&P all lead and lift etc for proper completion of work as directed by Engineer-in-Charge as per I.D. specification.
Providing & laying E.C bag filling with earth tying & sewing with sutli & dumping in proper position including all cost of material labour T&P etc
Precast "I" section R.C.C. piller of avg. section of 0.15m*0.15m and 1.65 m long as specification and direction by engg-in charge as per I.D Specification
Carriage of RCC precast piller from avg 26.00km to the site as directed by engg-in-charge as per I.D Specification
Fixing of RCC precast boundary piller excluding cost of piller,labour and t & p etc. required for proper completion of work as per direction of engg-in-charge as per I.D Specification
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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