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Provision Of Area Drainage Facilities At Wed , Visakhapatnam, Visakhapatnam-Andhra Pradesh

Military Engineer Services-MES has published Provision Of Area Drainage Facilities At Wed , Visakhapatnam. Submission Date for this Tender is 06-07-2021. Drainage Tenders in Visakhapatnam Andhra Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

28126766
Corrigendum : Provision Of Area Drainage Facilities At Wed , Visakhapatnam
Open Tender
Indian
Andhra Pradesh
Visakhapatnam
06-07-2021

Tender Details

Provision Of Area Drainage Facilities At Wed , Visakhapatnam

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 29-Jun-2021 82152 Corrigenum 1 BOQ 06-07-2021

Key Value

Document Fees
INR 2000 /-
EMD
INR 326000.0 /-
Tender Value
Refer document

BOQ Items

Name of the Work: Provision of Area Drainage Facilities at WED, Visakhapatnam
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Surface dressing not exceeding 15 cm deep and getting out in Soft / Loose soil complete all as specified and as directed. BI01010001010000000000000515BI0100001111 215 Square Metre
2 2 Excavation over areas not exceeding 1.50m in depth and getting out in Soft / Loose soil complete all as specified and as directed. BI01010001010000000000000515BI0100001112 315 Cubic Metre
3 3 Excavation over areas exceeding 1.50m and not exceeding 3.00m in depth and getting out in Soft / Loose soil complete all as specified and as directed. BI01010001010000000000000515BI0100001113 1259 Cubic Metre
4 4 Excavation over areas exceeding 3.00m and not exceeding 4.50m in depth and getting out in Soft / Loose soil complete all as specified and as directed. BI01010001010000000000000515BI0100001114 80 Cubic Metre
5 5 Excavation over areas exceeding 4.50m and not exceeding 6.00m in depth and getting out in Soft / Loose soil complete all as specified and as directed. BI01010001010000000000000515BI0100001115 37 Cubic Metre
6 6 M & L for RCC M–20 Design Mix, using 40mm graded stone aggregate as in Foundations including Pile Caps, Rafts, Footings, Foundation Beams, Plinth Beams, Bases for Columns, Fillings, Mass Concrete, etc. complete all as specified and as directed. BI01010001010000000000000515BI0100001116 2619 Cubic Metre
7 7 M & L for RCC M-20 Design Mix, using 40mm graded stone aggregate as in Walls, Retaining Walls, Abutments, Basement Walls, Ballast Walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified. BI01010001010000000000000515BI0100001117 626 Cubic Metre
8 8 S & F Rolled Mild Steel work conforming to Fe 410-W, Grade-E- 250, Quality-A as in Main and Cross Beams, Hip and Jack Rafters, Purlins where connected to common rafters, and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates etc complete all as specified and as directed. BI01010001010000000000000515BI0100001118 1235 Kilogram
9 9 S & F MS machine made screw bolts with hexagonal or square head one end and screwed other or screwed both ends, fitted with washers and one hexagonal or square nut exceeding 5 cm long and not exceeding 10 cm long, dia of neck exceeding 5 mm but not exceeding 10 mm complete all as specified and as directed. BI01010001010000000000000515BI0100001119 43 Kilogram
10 10 M & L for two coats of Synthetic Enamel paint over one coat of Red Oxide / Zinc Chrome Primer on new steel surfaces over 10cm width or girth including preparation of surfaces complete all as specified and as directed. BI01010001010000000000000515BI0100001120 50 Square Metre
11 11 M & L for 1400 mm dia RCC Pipes, Class NP3, laid and jointed with collars laid in trenches and jointed in Cement Mortar 1:4 complete all as specified and as directed. BI01010001010000000000000515BI0100001121 602 Running Metre
12 12 M & L for Use and Removal of Steel Formwork to sides of Concrete Foundations, Pile Caps, Footings, Bases of Columns, Raft and Raft Beams, sides and soffits [if any] of Foundation and Plinth Beams and similar work, Vertical or to Batter for rough finished surfaces complete all as specified and as directed. BI01010001010000000000000515BI0100001122 44 Square Metre
13 13 M & L for Use and Removal of Steel Formwork [Plain / Curved] to Faces of Walls, Retaining Walls, Abutments, Parapets and Staircase Railings and similar work including attached Pilasters, Buttresses, etc. Vertical or to Batter for ROUGH finished surfaces of concrete complete all as specified. BI01010001010000000000000515BI0100001123 782 Square Metre
14 14 M & L for preparing newly plastered Wall Surfaces and applying three coats of white washing complete all as specified and as directed. BI01010001010000000000000515BI0100001124 782 Square Metre
15 15 M & L for Walling of Random Rubble Masonry, uncoursed, well bonded, bedded and solidly hearted, built in Cement Mortar 1:6 complete all as specified and directed. BI01010001010000000000000515BI0100001125 6 Cubic Metre
16 16 M & L for Boulder pitching, laid dry, hand packed tightly and grouted in Cement Mortar 1:6 complete all as specified and directed. BI01010001010000000000000515BI0100001126 80 Cubic Metre
17 17 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. BI01010001010000000000000515BI0100001127 75 Cubic Metre
18 18 Removal of excavated material [Soil] to a distance exceeding 500m and not exceeding 1000m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed. BI01010001010000000000000515BI0100001128 1611 Cubic Metre
19 34 Note for Serial Item No. 1 to 18: The rates quoted for respective items includes cost of Dewatering and Shoring / Shuttering as required at site if an inflow of water into excavations is caused by powerful springs, tidal or river seepage, broken water mains or drains and the like or rising of water table. Bailing and pumping of water, if required, shall be done as described in Para 3.17 of MES Schedule Part – I or suitable methods as directed by the GE and nothing shall be paid extra on this account. Please also note that rate quoted for respective items includes cost of timbering to uphold sides of excavation if required and nothing shall be paid extra on this account.\n\nGeneral Note: The rates quoted for respective items is also includes for making diversion of sewage water etc. during construction of Abutments, Retaining Walls by suitable arrangements to prevent seepage of the same in to the excavation pits and foundations etc. BI01010001010000000000000515BI0100001144
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