Tender For Levelling Of Ground Including Area Survey With Cleaning And Fencing For Labour Camp At East Gate, Barc Main Campus, Atchutapuram Near Visakhapatnam, Andhra Pradesh
Tender Value
25.30 Lakhs
Estimated cost
Bid Submission
01 Jul 2024
0 days left
EMD
50600
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
atchutapuram → Andhra Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Levelling Of Ground Including Area Survey With Cleaning And Fencing For Labour Camp At East Gate, Barc Main Campus, Atchutapuram Near Visakhapatnam, Andhra Pradesh
BOQ
| Sl. No. | Item Description |
| 1 | General Notes Applicable to all BOQ Items |
| 2 | 1) The make/model/brand for all the BOQ items shall be as per suggestive makes of Annexure-B of Section-VII of the tender document. The make/model/brand mentioned in Annexure-B of Section-VII of the tender document is merely for guidance and bidders can prefer any other make which is meeting technical specifications given under Section-V and Schedule of Quantities of Tender document and shall confirm to the relevant BIS codes and other relevant codes. However, the bidder may suggest any equivelent make/ model/brand meeting technical parameters on or before pre-bid conference for approval of BARC(V).2) Only sieved river sand/crushed stone sand from Godavari river or Varaha river orVamsadhara river or Sarada river or Nagavali river / Crushed stone manufacturedsand shall be used as fine aggregate and Graded hard broken granite metalof 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision)3) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 4) Thecontractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete.5) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area. 6) Manufacturer\"s Test certificate of cement which is procured fromdealer/company is to be submitted for all cement related works by the contractor. |
| 3 | 7) The Scope of works which are not included in any specific items but indicated in the document \"General Scope of all works\" shall be within the scope of overall contract works. The cost of work/item/material indicated in this document shall be deemed to be included in the quoted rates of all individual items. 8) The quoted rates shall include necessary taxes, royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials.9) For all standards and code of practices, specifications, like Indian Standard, MORT&H, ASTM, etc. refer onlylatest revisionsincluding all applicable amendments, revisions and additional publications (during contract period) and these have to be followed. 10)Prior approval for source of all construction materials by submission ofrelavent test certificates, documents, invoices etc. have to be taken from BARC.11) All the tests mentioned in Quality Assurance Plan(QAP) should be carried out without any extra cost to BARC.12) The contractor has to submit all royalty /seigneiorage slips,etcfor all the naturally available construction materials before submitting the RA bills. |
| 4 | Conducting field survey for marking of topographical details using DGPS instrument/Total station, taking spot levels & Area Marking, Preparation of contour drawing in a convenient scale in different layers for plotting the required details as and when required. All the surveyed details shall be incorporated in Auto cad format and a soft copy shall be submitted to BARC, Visakhapatnam,Andhra Pradesh. |
| 5 | Cutting and felling of trees of girth beyond 30 cm up to and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the rootsand stacking of serviceable material and disposal of unserviceable materials inside project campus within the boundary at places shown etc. complete as per specifications and as directed by the Engineer-in-charge.Notes:The rate quoted for this item shall also include the following:1. cutting, removing and disposing of all materials such as trees up to girth 30 cm (when measured 1 meter from ground), bushes, heavy and light jungles, shrubs, stumps , roots, grass, weeds, etc.,2. It shall include necessary excavation, backfilling of pits resulting from uprooting of trees and stumps to required compaction, handling, salvaging, and disposal of cleared materials. |
| 6 | Earth work excavation from 0.00 to 1.50 m depth from Average Ground Level in all kinds of soils excluding soft & hard rock by mechanical means (Hydraulic excavator) / manual means Over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 Sq.M on Plan area) including dewatering if required, stacking or disposal of excavated earth within a lead of 50 m all as per specifications and as directed by the Engineer-in-charge.Disposed earth to be levelled and dressed neatly all as perspecifications and as directed by the Engineer-in-charge.Notes:The rate quoted for this item shall also include the following:1. cutting, removing and disposing of all materials such as trees up to girth 30 cm (when measured 1 meter from ground), bushes, heavy and light jungles, shrubs, stumps , roots, grass, weeds, etc.,2. It shall include necessary excavation, backfilling of pits resulting from uprooting of trees and stumps to required compaction, handling, salvaging, and disposal of cleared materials. |
| 7 | Earth work excavation from 0.00 to 1.50 m depth from Average Ground Levelby mechanical means (Hydraulic excavator) / manual means in foundation in Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth inlayers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. |
| 8 | Notes for Sturctural steel1) Structural steel required for the work shall not be supplied by the Department.2) Structural steel confirming to IS 2062 shall be supplied from their own plants rolled from virgin materials to be procured directly or from their authorised dealers and test cerificate to be produced.3) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost.4) Welding weights, connections, bolts and nuts shall notbe measured for payment but the cost of which shall be deemed to have been included in the rates.5) Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted.6) Rate inclusive of all consumables like gas, welding electrodes and tools and tackles etc. 7) The Liquid Penetrant Inspection shall be carried out in 1% of the total joints and as directed by Engineer-in-Charge without any extra cost. |
| 9 | Providing Structural steel workUp to and including 300 mm Joists, 350 mm channels, and below sections using angles, channels, joists and other sections, welded and / or boltedincluding in built up sections for columns, beams, trusses, structural steel floors, frame works, monorails and other structures including supplying, cutting, drilling, welding, fabricating, hoisting, fixing in position with nut and bolts, applying a priming coat of zinc chromate steel primer. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge. |
| 10 | Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members for gates, hand rails etc. using MS hollow circular / square / rectangular sections along with the associated connections including applying a coat of primer using redoxide before and after erection and two coats of first quality anticorrosive polyurethene paint all as per Technicalspecifications, drawings, complete all as per drawings and specifications and as directed by the Engineer-in-Charge. |
| 11 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 riverCoarse river sand/ crushed stone sand, 4 graded stone aggregate of maximum size 20 mm) at all elevations including consolidation, finishing curing etc. complete all as per drawings andtechnical specifications and as directed by the Engineer-in-Charge but excluding the cost of form work shuttering, centering all as directed by Engineer-in-charge. |
| 12 | Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures at all levels including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge. |
| 13 | Providing and fixing precoated Galvalume Roofing profile sheets of approved size, shape and pitch up to and including 0.5mm thickness sheet. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including ridges,cutting to size and shape wherever required as directed by the Engineer-In-Charge. |
| 14 | NOTES FOR PAINTING WORKS:Allexternal/internal painting works will have to be done with erecting double tubular steel scaffolding only. No jhoola/Bhada shall be permitted. All rates quoted in the above painting itemsshall include erection of double tubular scafolding and provision of safety measures like safety belts, eye protection gears, etc. |
| 15 | Providing and Painting two coats of synthetic enamel paint on steel surfaces to give an even shade over a primer coat including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 16 | Providing and laying 150mm dia non pressure NP2 class RCC Hume pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete. |
| 17 | Providing, laying, jointing, fixing, testing and painting with 2 coats of enamel paint over a coat of primer as per colour code of heavy quality (Class \"C\") M.S. Galvanised pipes (External) of 50mm dia as per IS:1239 incluidng fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends & all other fittings, required for the completion except screwed flanges conforming to IS:1239 & also as per the code of practice ofwater supply in buildings of IS: 2065 including laying under the floors, chasing / cutting / making holes in walls, roof slabs & making good the same to the original conditions, including cost of all jointing material like hemp yarn, teflon tape, white or red lead, clamps, pipe supports, hangers, screws, cement, sand, testing the pipes with clean waterfor 10 kg/cm2 pressure with minimum period of 2 hours duration complete all as per drawing, and the relevant portion of the technical specifications and as directed by Engineer-in-charge, etc. complete. MS flange pipe, its rubber washer also. |
| 18 | Lead charges for soil for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. |
| 19 | 150mm Dia Horizontal boring to insert Pipe line for Road crossing |
AI Tender Summary
Tender Timeline
Jun 06, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJul 01, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 08, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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