Construction Of Rcc Approach Road From Gate No . 5 To New Proposed Administrative Building Gate Near Gate No . 6 At Serpl Paradip

Tender Notice

26119308
Corrigendum : Construction Of Rcc Approach Road From Gate No . 5 To New Proposed Administrative Building Gate Near Gate No . 6 At Serpl Paradip
Indian
Orissa
08-12-2020
26-12-2020
28-12-2020

Tender Details

Construction Of Rcc Approach Road From Gate No . 5 To New Proposed Administrative Building Gate Near Gate No . 6 At Serpl Paradip

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 08-Dec-202 GENERAL CORRIGENDUM Technical Bid 26-12-2020

Key Value

Document Fees
Refer document
EMD
INR 582000.00 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of RCC approach road from Gate No.5 to new proposed Administrative Building Gate near Gate No.6 at SERPL Paradip NOTE: 1. Please enable macros before filling the rates to see the quoted figures in words. 2. The bidder shall quote firm prices “Excess(+)/ At Par/ Less(-)” against the rates mentioned in the price schedule provided in BoQ1 sheet as per instructions provided herein after taking into account all the tender terms and conditions and scope of work. In case rates are quoted to more than 2 decimal places then, the amount quoted towards the tender shall be worked out for the rates quoted to first 2 decimal points without rounding off. 3. Only "Bidder Name", "Excess (+) or "At Par" or Less (-)" & "Percentage" are to b e filled by the bidder in the designated "Sky Blue cells". For "At Par" selection, the percentage quoted shall be treated as 0.00 and quoted amount at par with estimate. 4. "Excess (+)" or "At Par" or "Less (-)" can be selected from the dropdown menu by clicking on the cell. 5. No changes shall be made by the bidder to S.No., Unit, Quantity. 6. In case of any difference in item description/unit/quantity in BOQ, then the item description/quantity/unit given in the tender document shall prevail. 7.The rates quoted by the tenderer shall include all cost towards equipment, labour & laboratory back-up, logistics, transport, spares, tools, tackles, consumables, etc., travel and stay arrangements and other incidentals including supply of materials as may be necessary for rendering the services as per detailed specifications. 8. Goods and Services tax as per GST Act 2017 for concerned services has been added to the base price of below mentioned services. If the bidder wishes to quote some other Goods and Services tax rate other than mentioned in the price schedule provided in BoQ1 sheet, they may quote the same in "Annexure H". Statutory variation on Goods and Services Tax as applicable for the category/service shall be to Owner’s account up to the contractual completion period. Reverse charges mechanism on Goods and Services tax amount shall be applicable as per Govt. rules. 9. Bidders are advised strictly not to alter or change the BOQ format/ contents. Bidders are also advised not to paste any image file or put any additional conditions in the BOQ work sheet. Abbreviations: Unit -CUM - CUBIC METER, SQM - SQUARE METER, TON - TONNE,
Sl. No. Item Description Item Code / Make Quantity Units
1 10 Road From Gate No 05 to new proposed Administrative Building Gate near Gate No.6 (Length 2000 m)
2 20 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 24000 M2
3 30 Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. 38000 M3
4 40 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. 12000 M2
5 50 Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of the Engineer-in-Charge.
6 60 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 3300 M3
7 70 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
8 80 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) 632 M3
9 90 Providing and laying design mix Reinforced 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, levelling to required slope/ camber and compacting mechanically by using screed board vibrators, vacuum dewatering process and finally finished by floating, brooming with wire brush in 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 expansion joint as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with approved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. \n[Notes: (1) Payment for joint fillers, sealants, dowel bars with sleeve/ tie bars and other reinforcement as per design shall be done separately as per relevant SOR item (2) The item is inclusive of dowel cap, sponge, sealing tape, bitumen painting, debonding tape (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.}
10 100 Cement concrete prepared with batch mixing machine 1890 M3
11 110 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
12 120 Thermo-Mechanically Treated bars of grade Fe-500D or more 55490 KG
13 130 Item Rate for using extra/less cement in the items of design mix over and above the specified cement content therein. 1 Quintal
14 140 Providing and laying in position bitumen hot sealing compound for expansion joints etc. :
15 150 Using Grade 'A' sealing compound. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"]. 24000 CM
16 160 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.] 6.75 M3
17 170 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. :
18 180 450 mm dia RCC pipes 190 M
19 190 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
20 200 Cement mortar 1:6 (1 cement : 6 coarse sand) 2 M3
21 210 Providing and fixing Glow Studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by the Engineer-in-Charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 (+/-5) degress to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 (Part-4):1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of the Engineer-in-Charge. 400 EA
22 220 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to Type-IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC: 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to Class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and directions of the Engineer-in-Charge :
23 230 Mandatory/ Regulatory sign boards of 900 mm diameter with support length of 3750 mm 10 EA
24 240 Cautionary/ Warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm 10 EA
25 250 Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
26 260 Beyond 30 cm girth upto and including 60 cm girth 100 EA
27 270 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Road concrete 900 SQM
28 280 Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of the Engineer-in-Charge. (Note: One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). 100 M
29 290 SECURITY ROOM & PASS SECTION OF SIZE 8.0m X 4.0m
30 300 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50m lead and lift up to 1.5 m, as directed by the Engineer-in-Charge : All kinds of soil 32 SQM
31 310 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge.All kinds of soil 14 CUM
32 320 Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. 15 M3
33 330 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
34 340 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) 5 CUM
35 350 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
36 360 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) 17 CUM
37 370 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
38 380 Thermo-Mechanically Treated bars of grade Fe-500D or more 2441 KG
39 390 Centering and shuttering including strutting, propping etc. and removal of form for all heights :
40 400 Foundations, footings, bases of columns, etc. for mass concrete 10 SQM
41 410 Suspended floors, roofs, landings, balconies and access platform 45 SQM
42 420 Lintels, beams, plinth beams, girders, bressumers and cantilevers 62 SQM
43 430 Columns, Pillars, Piers, Abutments, Posts and Struts 29 SQM
44 440 Providing plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed, consolidated and grouted with fine sand including finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. 7 SQM
45 450 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
46 460 Cement mortar 1:6 (1 cement : 6 coarse sand) 20 CUM
47 470 12 mm cement plaster of mix :
48 480 1:4 (1 cement : 4 fine sand) 168 SQM
49 490 Finishing walls with Acrylic Smooth exterior paint of required shade :
50 500 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 72 SQM
51 510 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : (Interior Painting)
52 520 New work (two or more coats) over and including water thinnable priming coat with cement primer. 128 SQM
53 530 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete.
54 540 Size of Tile 500x500 mm 32 SQM
55 550 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.
56 560 30 mm thick pre laminated PVC door shutters 6 SQM
57 570 Window: Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] :
58 580 For fixed portion : Powder coated aluminium (Minimum thickness of powder coating 50 micron) 36.0354 KG
59 590 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : Powder coated aluminium (Minimum thickness of powder coating 50 micron) 19.7072 KG
60 600 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : With float glass panes of 5.50 mm thickness 4.7125 SQM
61 610 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and directions of the Engineer-in-Charge complete : Up to 5 mm depth and 5 mm width 17.4 M
62 620 Providing and fixing aluminium round shape handle of outer diameter 100 mm with SS screws etc. complete as per directions of the Engineer-in-Charge : Powder coated (Minimum thickness 50 micron) Aluminium 5 EA
63 630 Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per directions of the Engineer-in-Charge. 4.7125 SQM
64 640 Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia. double threaded 6.8 Grade (Yield Strength 480 N/sq.mm.), counter sunk head, comprising of 10 m dia. Polyamide PA 6 Grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per the directions of Engineer-in-Charge : 48 EA
65 650 Providing and fixing 450 mm deep storage cabinet (All types- low height, full height and over head) with boxing and shutters finished with 19 mm thick pre-laminated block board of BWP Grade, Decorative type (BWP-DEC) of approved quality or equivalent stamped with IS-1659:2004 (Latest Edition) and pre-lamination should conform to IS-2046:1995 (Latest Edition) with, 1.5’ x 1.25’ mm rubber wood/ C.P. teak moulding, complete in all respect including all hardware and polishing of wooden surfaces in natural shade with melamine as per drawings, specification and directions of Engineer-in-Charge. (Elevation area shall be measured for payment purpose). 4 SQM
66 660 SECURITY GATE OF SIZE 5.0m X 2.0m
67 670 Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboards, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint "EPILUX 155" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing anchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (excluding the cost of concrete work). 0.7 TON
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