Konkan LNG Limited Tender

DSR No: 1.1.2/82 Carriage of excavated earth by mechanical transport including loading, unloading and stacking upto a lead of 2 km

DSR No: 2.25/95 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

DSR No: 2.28.1/96 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

DSR No: 0323/10 Providing and laying Separation Membrane of impermeable plastic sheeting 125 micron thick including transportation charges

DSR No: 4.1.5/107 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

DSR No: 5.33.1.2/129 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum.

DSR No: AVERAGE 16.43.1/332 & 16.43.2/332 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine or Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer

DSR No: 5.35/130 Add for using extra cement in the items of design mix over and above the specified cement content therein as per SOR 9 & 10.

DSR No: AVERAGE 5.22.1/127 & 5.22.6/127 Steel reinforcement for R.C.C. work/ dowel bars including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

DSR No: 4.3.1/109 Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

DSR No: 16.45/332 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)

DSR No: 16.46.1/332 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834.

DSR No: 13.2.1/278 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

DSR No: 13.52.2/283 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work

Supplying and fixing dowel bar caps filled with cotton or other compressible material as per direction of EIC

Providing/ Laying Laterite Stone masonry in cement mortar 1:4 includng striking out joints on un exposed faces for all levels

Providing design and as-built drawings for RCC culvert, RCC road including laterite storm water collection pits/ laterite roundabout around high mast, etc duly approved by structural engineer.

Total Basic Amount of SOR items

PLEASE MENTION HERE THE %AGE (PERCENTAGE) RATE BELOW (-) OR ABOVE (+) THE RATES MENTIONED AT “A”. Note: The quoted % shall be applied uniformly on all above SOR items in contract.

Total Basic Amount of all SOR items after (-) Discount/ (+) Premium Offered Over “A” Except GST in Rs.:

GST in %

Total Inc. Tax (Rs.)