REPAIR / MAINT TO MARKING IN FOD LANE, AIMING POINT, CENTRE LINE, THRESHOLD AREA, TOUCH DOWN AREA, LCA DISPERSAL, HELIPAD AND CRACKS FILLING AND CERTAIN MISC ITEMS AT AIR FIELD AREA

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: GARRISON ENGINEER (AIR FORCE) SULUR

Name of Work: REPAIR / MAINT TO MARKING IN FOD LANE, AIMING POINT, CENTRE LINE, THRESHOLD AREA, TOUCH DOWN AREA, LCA DISPERSAL, HELIPAD AND CRACKS FILLING AND CERTAIN MISC ITEMS AT AIR FIELD AREA AT AFS SULUR

File No: 8861/E8

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 Note for all items of this BOQ :-

1.01 SITE FOR EXECUTION OF WORK :- Tenderer shall note that entire work shall be executed at Runway /taxi track /Tarmac & around of airfield area.

1.02 Due to continuous Flying commitment at Sulur Station, site for execution of work will be available only on Saturday, Sunday, Holiday and non flying days as decided by the ATS authorities.

1.03 The tenderer has to arrange his working programme accordingly.

1.04 The tenderer has to liaise with the ATS authorities two days prior of his planned works and schedule accordingly.

1.05 No claim on account of not giving the entire site after award of work or giving the site in piece meal manner will not be entertained by the department at any stage.

1.06 The tenderer shall adhere to time frame as per the user’s requirement and as per demand. The demand and the location of work will be intimated either by the rep of user/ MES rep well in advance. In case of failure to attend the demand in time penalty will be levied for each day @ Rs 500/ for non-completing the requirement till completion of work. The nature of the work related to Air field maintenance, hence the delay is not acceptable.

1.07 The unit rate deemed to be considered for First Aid and necessary safety arrangements equipment’s to be provided by the tenderer for workman.

1.08 The quoted rates shall be deemed to be inclusive of above mentioned aspects.

2 Material and labour for DTGM board black colour 4mm thick acrylic sheets of size 1.50 x 1.20 m approx and fixing of retro reflective stickers (red colour) on acrylic sheets, fixing the boards to PVC pipe etc including taking down existing broken acrylic board complete all as specified and as directed by Engr-in-Charge. 2 EACH Excess(+) Full Conversion INR

3 Material and labour for Info Sign Boards of 4mm thick acrylic sheets of size 1.2m X 0.8m with yellow background and letters, arrows in black colour (retro reflective stickers) on acrylic sheets fixing the boards with suitable aluminium beading/ frames of square hollow tube on rear side of each board fixed with bolts and nuts and the board fixed on 3 nos of 63mm dia PVC pipe heavy duty (Class 5 -IS 4985) 10Kgf/Cm2 as vertical post of approx height 0.45 m to 1 m using necessaary clamps, screw and bolts and and errected vertically inside the GI/MS pipe 80 mm dia grouting in PCC 1:3:6 for foundation of size 300 x 300 x 300mm (3Nos) including taking down existing one complete all as specified and as directed by Engr-in-Charge. 2 EACH JOB Excess(+) Full Conversion INR

4 Material and labour for DTGM board black colour 4mm thick acrylic sheets 02 Nos each of size 1.50 x 1.20 m with 100 mm dia air pressure clearance circle 8 Nos on each board including acrylic polishing, fixing of retro reflective stickers (red colour) of length 1.00 m and width 0.15m on each board, fixing the boards to 3 nos of 63mm dia PVC pipe heavy duty (Class 5 -IS 4985) 10Kgf/Cm2 as vertical post of approx height 2.48 m each pipe covered at top with PVC caps on each pipes and inter connecting the vertical PVC pipes at top,middle, bottom portion with 25mm dia PVC pipes 15 Kgf/cm2 (IS 4985) fixed with PVC bushes and screws, erecting the frames in GI/MS pipes etc including taking down existing one complete all as specified and as directed by Engr-in-Charge. 1 EACH JOB Excess(+) Full Conversion INR

5 Material and labour for grass/ vegetation cutting, removal of bushes, leaves, soil or any other waste material debris along the Runway edges and surrounding area of Air Field of any size in width and depth and removing the debris to a distance exceeding 5Km outside MD land periphery of the Air Field complete all as specified and as directed by Engr-in-Charge. 20 DAY Excess(+) Full Conversion INR

5.01 Note: The tenderer shall take into consideration for following points while quoting rate for the above item : (a) Grass cutting shall be used by mechanical earth moving machineries with jungle jim attachment as and when required and as directed (b) One Skilled jungle jim tractor operator & 01 Tractor with Jungle Jim attachment to be provided by the contractor as and when required (c) POL for jungle jim tractor to be borne by the contractor (d) For 1 Day Min 8 hrs to be operated

6 Material and labour for runway edge shoulder dressing by picking stones/ any foreign materials, cleaning/cutting the grass on runway shoulder edges manually or with hand operated petrol/ kerosene driven grass cutting machine and removing the materials/ grass waste from Runway edges to a distance exc 250m complete all as specified and as directed by Engr-in-Charge. Note: Contractor shall provide 02 Nos of skilled manpower to execute the job alongwith necessary grass cutting equipments /machineries and POL etc on a required basis as directed 118 DAY Excess(+) Full Conversion INR

7 Material and labour for repairs to runway cracks by using 'RUNPHALT' bitumen tubing/ rope for filling of cracks on the runway width of crack 5mm to 7mm with the help of screw driver pushing it inside the crack then apply direct flame 20-30 second through torch method complete all as per manufacturers instructions and as directed by Engineer-in-Charge. Make:- M/s Srijan System PVT Ltd or equivalent as approved by GE 690 RM Excess(+) Full Conversion INR

8 Material and labour for repairs to runway cracks by using 'RUNPHALT' bitumen tubing/ rope for filling of cracks on the runway width of crack 8mm to 10mm with the help of screw driver pushing it inside the crack then apply direct flame 20-30 second through torch method complete all as per manufacturers instructions and as directed by Engineer-in-Charge Make:- M/s Srijan System PVT Ltd or equivalent as approved by GE 390 RM Excess(+) Full Conversion INR

9 Material and labour for cleaning of existing open drain of any width and depth by using jet water pressure mechanical pump, suction pump and removing mud/ silt, vegetation growth, plants/small trees etc to a distance outside MD land, including repairing cracks in CM 1:3 where noticed in surface of drain complete all as specified and as directed by Engr-in-Charge. 350 RM Excess(+) Full Conversion INR

10 Demolition of cement concrete of any description and in any position complete all as specified and as directed by Engineer-in-Charge. 29.8 CUM Excess(+) Full Conversion INR

11 Removing demolished material outside MoD land complete all as specified and as directed. 29.8 CUM Excess(+) Full Conversion INR

12 Material and labour for 75mm thick plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base, sub floors, floors and pavings etc complete all as specified and as directed. 170 SQM Excess(+) Full Conversion INR

13 Material and labour for 100mm thick, plain cement concrete 1:1.5:3, type A-1 using 20 mm graded mechanically crushed stone aggregates, as in hardstanding including making joints @ 3.00m intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/25 & two parts heated sand (by volume), surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. Note: The concrete shall be laid at a stretch not exceeding 3 metre in length and width of joint shall not be more than 12 mm. 170 SQM Excess(+) Full Conversion INR

14 Material and labour for hardcore of gauge not exceeding 63mm of broken stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface etc. including demolition of existing undulated hardcore surface and removing the same complete all as specified and as directed by Engineer-in-Charge. 12.8 CUM Excess(+) Full Conversion INR

15 Material and labour for Moorum/red bajri filling in floors or pavings, laid in layer, spread and levelled in layers not exceeding 150mm thick, watered and rolled/rammed to a true surfaces with 8 to 12 Ton capacity power roller to achieve compaction of 98% modified proctor density complete all as specified and as directed by Engineer-in-Charge. 42 CUM Excess(+) Full Conversion INR

15.01 Note for Item No 27 above:- (i) Moorum/red bajri required shall be brought from outside MD land. (ii) Compaction of moorum filling shall be carried out under optimum moisture conditions up to the standard proctor density not less than 98 percent. (iii) Measurements shall be taken after consolidation earth and 5% deduction shall be made for payments.

16 Material and labour for removing the existing damaged filled sealing compound including polyethylene rod by raking end using blow lamp and cleaning of expansion/ construction/ dummy joints of concrete pavement free from dust and applying masking tape on edge of joints to prevent accidental spillage of sealant on top slab surfaces to give a neat finish, provision of polyethethylene backup rod 10-15mm dia in any type of joint of size 8 to 12 mm wide and sealed with 10-12 mm thick polyurethane based sealing compound confirming to BS 5212-1990 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete all as specified and as per manufacturers instructions. 110 X RM Excess(+) Full Conversion INR

17 Material and labour for removing the existing damaged filled sealing compound including polyethylene rod by raking end using blow lamp and cleaning of expansion/ construction/ dummy joints of concrete pavement free from dust and applying masking tape on edge of joints to prevent accidental spillage of sealant on top slab surfaces to give a neat finish, provision of polyethethylene backup rod 15-25mm dia in any type of joint of size 12 to 20mm wide and sealed with 10-12 mm thick polyurethane based sealing compound confirming to BS 5212-1990 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete all as specified and as per manufacturers instructions. 75 X RM Excess(+) Full Conversion INR

18 Material and labour for removing the existing damaged filled sealing compound including polyethylene rod by raking end using blow lamp and cleaning of expansion/ construction/ dummy joints of concrete pavement free from dust and applying masking tape on edge of joints to prevent accidental spillage of sealant on top slab surfaces to give a neat finish, provision of polyethethylene backup rod above 25mm dia in any type of joint of size above 20 to 45 mm wide and sealed with 10-12 mm thick polyurethane based sealing compound confirming to BS 5212-1990 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete all as specified and as per manufacturers instructions. 85 X RM Excess(+) Full Conversion INR

18.01 Note for item no 16 to 18 above: (a) The existing sealant compound shall be taken out completely using blow lamp and joint shall be cleaned with wire brush and loose particles dust etc shall be removed by using hand pump before applying primer. (b) Any spillage of material during filling over the slab shall be removed and cleaned by contractor and any damage accrued to the concrete slab will be made good by the contractor without any extra cost to the department.

19 Material and labour for taking down the cover slab/ welded wire mesh/ steel channels etc of existing covered rain water pit of size 6m dia, cleaning up to depth 7.0m removing mud/ silt, vegetation growth, plants/ small trees etc to ouside MD land, and refix the cover slab after cleaning of pit including repairing of cracks in CM 1:3 where noticed in surface and making good complete all as specified and as directed by Engineer-in-Charge. Note: The unit rate is shall be deemed to be included for removing of the mud/ silt obtained from the rain water pit and accumulated earth of any width and depth, cleaning/ cutting the grass with hand operated petrol/ kerosene driven grass cutting machine and removing the grass waste around 1m from the outer wall of the rain water pit to outside MD land. The periodicity of cutting of grass shall be before commencement of work and after completion of repairs 1 EACH JOB Excess(+) Full Conversion INR

20 Material and labour for complete removal of existing painting surfaces by brushes/ mechanical grinder/ sand papers, making surface rough to hold paint exceeding 10cm wide and applying one coat of water based road marking paint such as lines, dashes, arrows, letters, boxes etc on flexible/ rigid pavements and the like using mechanical pavement marking machine alongwith necessary DG Set required to operate the machine complete all as specified and as directed by Engineer-in-Charge. 8475 SQM Excess(+) Full Conversion INR

21 Material and labour for complete removal of existing painting surfaces by brushes/ mechanical grinder/ sand papers, making surface rough to hold paint exceeding 10cm wide and applying two coats of water based road marking paint such as lines, dashes, arrows, letters, boxes etc on flexible/ rigid pavements and the like using mechanical pavement marking machine alongwith necessary DG Set required to operate the machine complete all as specified and as directed by Engineer-in-Charge. 150 SQM Excess(+) Full Conversion INR

22 Material and labour for complete removal of existing painting surfaces by brushes/ mechanical grinder/ sand papers, making surface rough to hold paint exceeding 10cm wide and applying one coat of water based paint of yellow/ orange/ red/ grey/ blue colour on runway/ taxiway/ apron or other air field markings of any size and length including letters and numeral markings with suitable spray machine complete all as specified and as directed by Engineer-in-Charge. 2100 SQM Excess(+) Full Conversion INR

23 Material and labour for complete removal of existing painting surfaces by brushes/ mechanical grinder/ sand papers, making surface rough to hold paint exceeding 10cm wide and applying one coat of water based paint of black colour on runway/ taxiway/ apron or other air field markings of any size and length including letters and numeral markings with suitable spray machine complete all as specified and as directed by Engineer-in-Charge. 150 SQM Excess(+) Full Conversion INR

24 Material and labour for complete removal of existing painting surfaces by brushes/ mechanical grinder/ sand papers, making surface rough to hold paint not exceeding 10cm wide and applying one coat of water based paint of black colour on runway/ taxiway/ apron or other air field markings of any size and length including letters and numeral markings with suitable spray machine complete all as specified and as directed by Engineer-in-Charge. 1150 X RM Excess(+) Full Conversion INR

25 Material and labour for chipping out neatly and cutting of existing loose concrete of cracks at rigid pavement in Air Field area by using saw cutter, cutting of crack portion shall not be less than 100mm wide and minimum 25mm deep and clearing of all loose material with air blower/ sand blaster and the portion applying proprietory primer on surface to obtain tack followed by filling with Elastomeric concrete mix prepared as per manufacturer's instructions, after obtain true surface, finally setting the surface with hand tools complete all as specified and as directed by Engineer-in-Charge. Note: Providing masking tape at joints/ on edge of cut portion and necessary formwork required if any at spalled joints edge to prevent accidental spillage of concrete on top surfaces to give a neat finish and any spillage on concrete slab to be cleared. The quoted rate is deemed to be inclusive of this provision. 9 SQM Excess(+) Full Conversion INR

26 Material and labour for levelling of runway shoulders with grader mechanical machine and rolling of surface with road roller of capacity 8-10 tonne, including removal of boulders and other materials obtained from the airfield area complete all as specified and as directed by Engineer-in-Charge. 35000 SQM Excess(+) Full Conversion INR

27 Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc., including removing debris material to out side MD land complete all as specified and as directed. 8 CUM Excess(+) Full Conversion INR

28 Material and labour for brickwork with fly ash bricks using old size bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and as directed 8 CUM Excess(+) Full Conversion INR

29 Material and labour for rendering 10mm thick in CM 1:4, on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. 30 SQM Excess(+) Full Conversion INR

30 Material and labour for removing leaves, grass, bushes, soil, plastic bags or any other waste material debries from drain and surrounding area of Air Field of any size in width and depth and removing the debris to a distance exceeding 5Km outside MD land periphery of the airfield including removing and refixing cover slab after carried necessary repair work in CM 1:3 complete all as specified and as directed 1500 SQM Excess(+) Full Conversion INR

31 Material and labour for preperation of old surfaces and applying one coat of synthetic enamel paint on old steel surfaces of any description over 10 cm in width or girth complete all as specified and as directed. 75 SQM Excess(+) Full Conversion INR

32 Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (Reinforcement cut as required to facilitate demolition) complete all as specified and as directed by Engineer-in-Charge. 5 CUM Excess(+) Full Conversion INR

33 Material and labour for reinforced precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in landings, cover slabs etc with plain fair faces including setting in CM 1:4 and necessary form work complete all as specified and as directed. Note: Reinforcement will be measured seperatley 5 CUM Excess(+) Full Conversion INR

34 Material and labour for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. 750 KG Excess(+) Full Conversion INR

35 Material and labour for surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and as directed. 2365 SQM Excess(+) Full Conversion INR

Total in Figures

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