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| 1 | Item Rate BoQ BoQ_Ver4.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GARRISON ENGINEER (AIR FORCE) SULUR Name of Work: REPAIR/ REPLACEMENT OF DTGM BOARDS, INFO SIGN BOARDS, ACRYLIC BOARDS, ORIENTATION STICKERS, PCC ON NLB AREA, PAINTING AT PTT, RUNWAY, DISPERSAL, CRACKS FILLING AND OTHER MISC ITEMS AT AIRFIELD AREA AT AIRFORCE STATION SULUR File No: 8860/E8 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # 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 TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Note for all items of this BOQ :- |
| 3 | SITE FOR EXECUTION OF WORK :- Tenderer shall note that entire work shall be executed at Runway /taxi track /Tarmac & around of airfield area. |
| 4 | 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. |
| 5 | The tenderer has to arrange his working programme accordingly. |
| 6 | The tenderer has to liaise with the ATS authorities two days prior of his planned works and schedule accordingly. |
| 7 | 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. |
| 8 | 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. |
| 9 | The unit rate deemed to be considered for First Aid and necessary safety arrangements equipment’s to be provided by the tenderer for workman. |
| 10 | The quoted rates shall be deemed to be inclusive of above mentioned aspects. |
| 11 | 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. |
| 12 | 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. |
| 13 | 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. |
| 14 | Material and labour for Info sign boards 4mm thick acrylic sheets of any size and fixing of retro reflective stickers (red or any approved colour) on acrylic sheets, fixing the boards to PVC pipe or any other surface etc including taking down existing broken info sign boards complete all as specified and as directed by Engr-in-Charge. |
| 15 | Material and labour for Retro Reflective tape/ orientation stickers in any pattern, shape/ number/ letters on old existing boards after cleaning including removing of existing letters/tape complete all as specified and as directed by Engr-in-Charge. |
| 16 | Material and labour for repairs to cracks of any description, less than 5mm size by opening up cracks in V-groove manner approximately 6mm x 6mm size using mechanical cutter, cleaning the groove properly to remove loose particles, dust etc, sprinkling with clean water and filling with single component entitious crack filler using ready mix powder of cementitious ingredients having compressive strength of 14 N/ mm² after 7 days complete all as specified and as directed by Engr-in-Charge. |
| 17 | Material and labour for preparing old surface with mechanical wall sander and applying one coat of water based premium acrylic smooth exterior quality emulsion paint on old wall surfaces of approved colour in one coat @ 0.75 ltr (undiluted)/ 10 sqm diluted with water as per manufacturer instructions applied over preparing surfaces with fully automatic airless spray machine of paint application with a flow speed of min 1 ltr per minute having a pressure of 3300 PSI. etc complete all as specified and as directed by Engr-in-Charge.Note:(i) Any two approved colour in checkered pattern should be painted on wall surface. The quoted rate includes the same.(ii) The Exterior emulsion paint shall be of 1st quality manufactured by the standard firms of make as specified. (iii) The surface shall be thoroughly cleaned and dusted. All dirt scales oil and grease shall be thoroughly removed before painting is started.(iv) No hair marks from the brush or clogging of paint buddles shall be left on the work. Surface shall ordinarily not be painted until it has dried up completely. Trial patches of paint shall be laid at intervals to check if drying is satisfactory. |
| 18 | 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. |
| 19 | 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 |
| 20 | 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 |
| 21 | 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 |
| 22 | 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-ChargeMake:- M/s Srijan System PVT Ltd or equivalent as approved by GE |
| 23 | 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. |
| 24 | Demolition of cement concrete of any description and in any position complete all as specified and as directed by Engineer-in-Charge. |
| 25 | Removing demolished material outside MoD land complete all as specified and as directed. |
| 26 | 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. |
| 27 | 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. |
| 28 | 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. |
| 29 | 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. |
| 30 | 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. |
| 31 | 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. |
| 32 | 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. |
| 33 | 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. |
| 34 | Note for item no 20 to 22:(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 |
| 35 | 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. |
| 36 | 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. |
| 37 | 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. |
| 38 | 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. |
| 39 | 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. |
| 40 | 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. |
| 41 | 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. |
| 42 | 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. |
| 43 | 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. |
| 44 | Supply and fix SS Sign board pattern (SS to SS-7), fully retro reflective sign board made of 3mm thick ACP (Aluminum composit panel) sheet framed with 40mm round SS pipe having front/ back (both) side entire surface fully bonded with retro reflective sheeting of HIP (High Intensive Prismatic) grade having pressure sensitive adhisive, boarders and message as indicated cut out. Back ground in blue and matter in white colour tape having two posts of 50mm round SS pipe 3m long including excavating post holes of 30 x 30 x 30 cm and embedded in PCC 1:3:6 and including taking down and removing rubbish material to outside MD land complete all as specified and as directed by Engineer-in-charge |
| 45 | 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. |
| 46 | 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 |
| 47 | 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. |
| 48 | Material and labour for carefully lifting/ taking out the suspended RCC drain cover slab laid over drain near Air Field of any size upto 1.5 Sqm in plan area without damaging and placing in the orginal position after completion of repair /de-siltting work complete all as specified and as directed by Engr-in-Charge.Note:- The work area is inside Air field where the flying operations frequently held. Hence, repair works is to be done as and when site is available with prior permission from air force authority. Proper placing of the RCC cover slabs shall be done at end of the working day. RCC cover slabs must not left and uncovered near the drainage and shall be removed under the supervision/ instructions of site executives only. Relaying cover slabs can be done as per the demand/need of the user unit depending upon the flying operations. |
| 49 | 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 |
| 50 | 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.. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
