REPAIR/ MAINTENANCE TO RUNWAY ORP AREA, CRACKS FILLING, MONSOON DRAIN/ SAUCER DRAIN/ NALLAH/ CULVERT, FOD TRAP, LEVELLING/ GRADING OF SHOULDERS, MOORUM FILLING AND CERTAIN MISC ITEMS IN AT AIRFIELD

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

Tender Inviting Authority: GARRISON ENGINEER (AIR FORCE) SULUR

Name of Work: REPAIR/ MAINTENANCE TO RUNWAY ORP AREA, CRACKS FILLING, MONSOON DRAIN/ SAUCER DRAIN/ NALLAH/ CULVERT, FOD TRAP, LEVELLING/ GRADING OF SHOULDERS, MOORUM FILLING AND CERTAIN MISC ITEMS IN AT AIRFIELD AFS SULUR

File No: 8905/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 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 schedule accordingly.

1.04 The tenderer has to liaise with the ATS authorities two days prior to the scheduled day of works accordingly.

1.05 No claim on account of non-availability the entire site after award of work or handing over the site in piecemeal manner shall 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 Airfield maintenance, hence the delay is not acceptable.

1.07 The quoted rate shall be 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 all mentioned aspects.

2 Material and labour for preparing of old black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces using air blowers to remove all loose dirt etc and applying one coat of cold Polymer Modified bitumen Emulsion (PME) Rejuvenator by spraying with mineral filler as recommended by manufacturer of PME (after diluting with water), each coat diluted in the ratio 1:1 (PME : Water) and ensure uniform finish of PME on Runway surface. PME shall be applied using mechanically operated pump with compressor and nozzle arrangement at uniform pressure and rate, all as per manufacturer instruction complete all as specified and as directed by Engineer-in-charge. 18000 SQM Excess(+) Full Conversion INR

2.01 Note: While quoting the rate for above item, the tenderer shall take the following points into consideration: (a) Due care shall be taken for friction parameters during application of PME as per ICAO standard and friction test shall be carried out on newly PME applied surface by skid resistance test (SRT) using british pendulum SRT device.

2.02 (b) It shall be the responsibility of the tenderer to arrange british pendulum SRT device and carry out necessary testing as directed without any extra cost to Govt. (c) Material shall be procured from the authorised manufacturer only.

2.03 (d) The work shall be carried out through authorized and qualified applicators of the manufacturer only in presence of departmental and user representative.

2.04 (e) Two year warranty of material performance and application performance shall be obtained by the tenderer from the authorized manufacturer of PME and the same shall be submitted to Engineer-in-Charge on completion of work as specified. Warranty includes the fact that the structure will remain water tight and no further cracks will be formed, excluding damage caused by natural calamities. Permeability test (ASTM D 2434) to be conducted on the surface prior and after to application of treatment.

2.05 (f) A sum of 2% of the quoted amount shall be retained out of the final bill amount as security deposit and the same shall be released to the contractor after satisfactory expiry of two years performance guarantee period. A performance guarantee certificate for two years shall be submitted by the tenderer to GE on completion of work as specified.

2.06 (g) Care shall be taken to fill gaps/ cracks up-to 3mm size with mineral filler as per manufacturer's instructions. (h) Mineral filler (fibrous cum quartz powder) shall be added as per manufacturers instructions. (j) Electric supply shall be arranged by the tenderer at its own arrangements and rate shall be deemed to be included in quoted rate

2.07 (k) Any number of trials patches of dimensions 15m x 15m at selected places for application of PME as directed by the GE will be undertaken before commencement of treatment. Qty will be measured and paid under the relevant items of first coat and second coat of PME showing the changes. Friction parameters, permeability parameters to ensure Zero porosity penetration of PME after application of both coats and micro textures will be determined through relevant testing method as directed by GE.

2.09 (l) 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 to the tenderer either by 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. 1000/-per day for non completing the requirement till completion of particular work. This penalty is exclusively other than condition 56 of IAFW-2249 and shall be treated as interim condition of the contract.

2.1 (m) The decision of the Accepting Officer in this regard shall be final and binding. (n) The nature of work is related to Flight safety. Hence no delay is acceptable. (o) Minus price adjustment shall be applicable if quantity of PME using less than specified and the rate shall be worked out based on paid voucher and market enquiry. (p) Plus price adjustment shall be not applicable if quantity of PME Applied more than specified as per surface conditon is required.

3 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. 75 CUM Excess(+) Full Conversion INR

3.01 Note: (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.

4 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. 54500 SQM Excess(+) Full Conversion INR

5 Material and labour for surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and as directed. 4200 SQM Excess(+) Full Conversion INR

6 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. 1200 RM Excess(+) Full Conversion INR

7 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 2 EACH JOB Excess(+) Full Conversion INR

8 Material and labour for cleaning of existing covered 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. 950 RM Excess(+) Full Conversion INR

9 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. 10 DAY Excess(+) Full Conversion INR

9.01 Note: The tenderer shall take into consideration for following points while quoting rate for the above item : (a) Grass cutting shall be done using 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) Cutting grass for 8 hours shall be considered as one day.

10 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 requirement basis as directed 75 DAY Excess(+) Full Conversion INR

11 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 350 RM Excess(+) Full Conversion INR

12 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 200 RM Excess(+) Full Conversion INR

13 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. 20 X RM Excess(+) Full Conversion INR

14 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. 20 X RM Excess(+) Full Conversion INR

15 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. 18 X RM Excess(+) Full Conversion INR

15.01 Note for item no 13 to 15 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. (c) Make M/s STP Ltd, M/s Pidilite Industries Ltd, M/s Sika India Pvt Ltd, M/s Fosroc chemicals India Pvt Ltd, M/s Choksey chemicals Pvt Ltd

16 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. 7000 SQM Excess(+) Full Conversion INR

17 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. 1500 SQM Excess(+) Full Conversion INR

18 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. 100 SQM Excess(+) Full Conversion INR

19 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. 700 X RM 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 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. 100 SQM Excess(+) Full Conversion INR

21 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. 7 SQM Excess(+) Full Conversion INR

22 Material and labour for preparing old plastered walls /concrete pavement surfaces and applying one coat of white wash complete all as specified and as directed. 3500 SQM Excess(+) Full Conversion INR

23 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. 3 CUM Excess(+) Full Conversion INR

24 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 3 CUM Excess(+) Full Conversion INR

25 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 all as specified and as directed. 14 SQM Excess(+) Full Conversion INR

26 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. 80 SQM Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Please Enable Macros to View BoQ information