|Reference||CEI 0539 P16|
The company bids for construction of CC/RCC Rig Foundation including mud pump foundation and diesel tank foundation to suit E-2000 drilling rig outfit with lowering of 800mm (30") dia casing pipe, concrete piling job at Location 15 (Prospect D&I), KG-Basin Project (GauthomiGodavari area NELP-VI,Block:KG-ONN-2004/1) at Pekeru Village under KGangavaram Mandal, East Godavari District, Andhra Pradesh including supply of all materials.
The description of the items are as follows:-
1- Qty = 1,073.62M3, Earth work excavation and depositing on bank in all type of soil (excluding rock) with an initial lead of 50 mtrs & lift upto 1.50 mtrs complete all as directed by Engineer-in-charge. As per APSS No. BLD-CSTN 2-1.
2- Qty = 375.77M3, Filling with useful excavated earth (excluding rock) in trenches, sides of foundations, basement making bund and trimming the slopes etc., with an initial lead in layers not exceeding 15 cm thick, consolidated each layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, Labour charges, hire charges of T & P etc., complete for finished item of work (APSS No. 309 & 310) As per APSS No. BLD-CSTN 2-9.
3- Qty = 697.85M3, Disposal of excavated surplus soil available at site with a lead of 1 Km including transportation loading and unloading charges etc., complete as directed by the Engineer In-charge as per SSR lead 1 of Pg 322, SSR Loading 1 of Pg 323.
4- Qty = 255.83M3, Supply of filling Sand including excavation, loading at sources, transportation unloading and filling at site work with all lead and lift with River sand in layers of 22.5 cm thick each layer
including sectioning, watering, consolidation by 8 to 10 ton power roller etc. complete as directed by EIC. As per APSS No. BLD-CSTN 2-8 Note:- Finding the source of filling sand will be the responsibility of contractor.
5- Qty = 77.12M3, Supply of filling Sand including excavation, loading at sources, transportation unloading and filling at site work with all lead and lift with River sand in layers of 22.5 cm thick each layer including sectioning, watering, consolidation by 8 to 10 ton power roller etc. complete as directed by EIC. As per APSS No. BLD-CSTN 2-8 Note:- Finding the source of filling sand will be the responsibility of contractor.
6- Qty = 77.12M3, Providing and laying Plain Cement Concrete in 1:3:6 (1: cement, 3: course sand, 6: hard broken 40mm size and downgraded machine crushed granite verity metal) excluding the cost of centering and shuttering including curing etc Complete.(excluding cost of centering & shuttering) As per APDSS BLD-CSTN 3-10.
7- Qty = 447.03M3, Providing and laying RCC 1:1.5:3 (1-cement, 1.5-
sand and 3-20mm nominal size and downgraded hard broken machine crushed granite metal) including machine mixing compaction, curing etc., complete (Excluding cost of centering and shuttering) all works upto plinth for rig foundation, mud pumps and diesel tank foundation Barrytes silo, Decender/desilter pad, pillow foundations. Etc. As per APDSS BLDCSTN 3-13.
8- Qty = 524.15M3, Making, fixing, striking timber for shuttering works for concrete works etc., complete for finished item of work or as directed by Engineering In-charge. Of SSR item No. 1A of pg. No. 75
9- Qty = 52,452.10KG, Supplying, fixing and placing TMT bar reinforcement in RCC works complete as per drawings and technical specifications for bars below 36mm dia. including overlaps and wastage where they are not welded for legs, pumps, powerpact, PCR, cellar, Sump, Cement, Silo, Barrytes silo, Decender/desilter pad, pillow foundations etc., complete as per APDSS BLDCSTN 4-2.
10- Qty = 35.00KG, Supply, fixing of Foundations bolts and nuts with MS rods and base plate into RCC foundations, including cost of MS Structural steel used for all sections, including cost of Labour charges for fixing Trusses, Stanchions, Heavy Beams and Girders erecting in position and fixing by using chain pulley blocks, Derek pole arrangements and cranes etc., complete in position etc., complete finished item of work or as directed by Engineer In-charge during execution.
11- Qty = 20.86M3, Brick Masonry for walls with CM(1:6) with compressive strength of 50 Kg/cm2 IS-1077 of size 230mm x 110mm x 70mm including and conveyance of all materials like Bricks, cement, sand, water etc., to site including seignorage charges, sales and other taxes on all materials and such as labour charges like mixing mortar, scaffolding charges, constructing masonry lift charges, curing etc., complete for finished item of work for drains and head walls etc., As per APSS, BLD- STN 5-4
12- Qty = 584.48M2, Plastering 12mm thick in cement mortar (1:3) including cost and conveyance of all materials like cement, sand, water etc., to site including seignorage charges, sales and other taxes and all materials and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing etc., complete for finished item of work. or as directed by Engineer Incharge. (ss901, 903 and 904) As per APDSS BLDCSTN 8-1.
13- Qty = 150.00HR, Engaging 2 to 5 HP capacity diesel engine pump for pumping of water wherever required including hire, fuel and operational charges of pump etc. complete etc. complete all as directed By Engineer-in-charge of SSR Sl.No. 26 of Pg 130 of hire charges
14- Qty = 40.00M, Lowering of M.S casing pipe, fabricated from 16mm thick (The rate excludes cost of 16mm thick MS plate, socket but include threading, moulding, welding, etc., complete and include
transportation of fabricated casing pipe at site of work.
a) Transportation of equipment such as winch, tripod, vertical pump, guide pipe, casing head, casing hammer, drill pipes etc., complete with all accessories to site work including installing and removal of the same and clearing the site after
b) Making suitable bore by drilling or boring for all types of strata from ground level duly supported by drilling fluids maximum up to 30m
c) Aligning, lowering and fixing of 800 dia. fabricated casing pipe vertically up to casing hammer up to a maximum depth of 30m below Boring, providing and installing bored cast insitu reinforced cement concrete pile M25 grade of diameter 600mm and length below the pile cap M-20 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc., all complete, including removal of excavated earth with all initial lifts and leads ( length of pile for payment shall be measured upto bottom of pile cap). Code No. 20.2.5 of DSR of pg. No. 329.
15- Qty = 20.55M3, Dismantling reinforced concrete piles with concrete breaking machine.
16- Qty = 103.40KG, Supply, fixing and Erection MS L and flat sections, to anchor casing pipe with bottom slab of the cellar (including cost of MS Structural steel).
|Bid Bond||INR 206,000.00|
|Bond Validity||210 days|
|Offer Validity||180 days|
|Documents Price||INR 5,000.00|