Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-11-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 18-11-2024 |
| 2 | 06-11-2024 | Corrigendum_2 | Date | 11-11-2024 |
| 3 | 23-10-2024 | Corrigendum_1 | Other | 07-11-2024 |
| Sl. No. | Item Description |
| 1 | Demoltion of cement concrete unreinforced including PQC of any description and in any other position not otherwise specifically provided for using pneumatic tools complete all as specified and directed.Note :- Materials obtained from demolition to be used for soil stabilization. |
| 2 | Earth work in excavationby mechanical means (Hydraulic excavator) over areas in WBM/Soling surface (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 upto 50 m and lift upto 1.5m, as directed by Engineer-In Charge. |
| 3 | M&L for saw cutting full depth of existing PQC slab of dispersal complete all as specified and directed. |
| 4 | Removing demolished concrete exc 1.5km but n. exc. 5km and depositing complete all as specified and directed. |
| 5 | Earth work in excavationby mechanical means (Hydraulic excavator) over areas in any kind of soil (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 upto 50 m and lift upto 1.5m, as directed by Engineer-In Charge. |
| 6 | Earth work in excavationby mechanical means (Hydraulic excavator) over areas in any kind of soil (exceeding 30 cm in depth, exc. 1.5 m but n. exc. 3.0m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-In Charge. |
| 7 | Removing excavated material exc.1.5 KM and n exc. 5 KM depositing complete all as specified and directed. |
| 8 | M&L for crushing the demolished PQC/PCC structures (obtained from demolition quantity and screening segragating and stacking the aggregates and like material found by mechanical mean with removing the wastages to a distance exceeding 250m and not exc 1.50 km and depositing where directed including loading unloading complete as directed.Note:- Recycled material shall be used for soil stabilization for PG dispersal/Link C1 and NLB |
| 9 | M&L for in situ soil stabilization of 500 mm compacted thickness by blending 70% pulverised soil with 30% recycled concrete aggregate(RCA) obtained from demolition of existng pavements (Crushed to grading as per table 400-9 of MoRTH specifications) wetting to required moisture content by adding water and rolling and compaction to maximum Dry density to achive minimum \"K\" value of 5 Kg/sqcm/cm or equivalent CBR value and other parameter like plasticity index as given in only actual proportion of soil. Relevant provisions of IRC-SP 89-2010 and MoRTH specifications will apply for process and quality control. Note : Rate of Item shall include (a) Pulverizing of existing soil using rotator/other suitable equipment.(b) Blending of soil and RCA as per proportion in mix design. (c) Sprinling of required water content using water browser sprinkler. (d) Rolling and compcation with vibratory roller of static weigth 80-100KN to required density as per mix design.(e) Proof rolling of constructed layer.(f) Density testing by soil density guage (g) Crusing of RCA will be paid for separately.(h) excavated soil shall be used. |
| 10 | Material & labour for 100 mm thick (compacted thickness) Granular sub base Course (GSB) Grade V in single layer (as per table 400-1& 400-2 of MORTH specification for Road and Bridge works) over compacted subgrade with stone aggregatesby using motor grader, spreading, levelling and rolling with tandem vibratory roller of capacity 10 Ton static weightand consolidating to required gradient and camber to achieve field compaction of at least 98% of MDD (maximum dry density) determined using modified proctor density determination method as per IS code and field CBR (Minimum 30) as per MORTH for NEW RIGID PAVEMENT, complete all as specified and directed.Note:-Finished surface tolerances shall be as per table 900-1 of MORTH specifications for Road and Bridge works complete all as specified and directed. |
| 11 | Material & labour for 200 mm thick (compacted thickness) Granular sub base Course (GSB) Grade V in single layer (as per table 400-1& 400-2 of MORTH specification for Road and Bridge works) over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgradeby using motor grader, spreading, levelling and rolling with tandem vibratory roller of capacity 10 Ton static weightand consolidating to required gradient and camber to achieve field compaction of at least 98% of MDD (maximum dry density) determined using modified proctor density determination method as per IS code and field CBR (Minimum 30) as per MORTH for NEW RIGID PAVEMENT, complete all as specified and directed.Note:-Finished surface tolerances shall be as per table 900-1 of MORTH specifications for Road and Bridge works complete all as specified and directed. |
| 12 | Material & labour for 100 mm thick (compacted thickness) Wet Mix Macadam (WMM) in one layers manufactured in WMM plant (as per Table 400-12 and400-13 of MORTH specifications for Road and Bridge works), with crushed stone aggregates of specified grading, spreading using mechanical paver as specified, rolled and consolidated using 10 Ton capacity tandem vibratory power roller to required gradient and camber to achieve minimum 98% density of MDD determined using modified proctor density determination method as per IS 2720 (Part-8) and as per MORTH clause 406 complete all as specified and directed . Note:- Finished surface tolerances shall be as per Table 900-1 of MORTH specifications for Road and Bridge work complete all as spefcified and as directed. |
| 13 | Material & labour for 200 mm thick (compacted thickness) Wet Mix Macadam (WMM) in two layers manufactured in WMM plant (as per Table 400-12 and400-13 of MORTH specifications for Road and Bridge works), with crushed stone aggregates of specified grading, spreading using mechanical paver as specified, rolled and consolidated using 10 Ton capacity tandem vibratory power roller to required gradient and camber to achieve minimum 98% density of MDD determined using modified proctor density determination method as per IS 2720 (Part-8) and as per MORTH clause 406 complete all as specified and directed . Note:- Finished surface tolerances shall be as per Table 900-1 of MORTH specifications for Road and Bridge work complete all as spefcified and as directed. |
| 14 | Material & labour for Dry Lean Concrete (DLC) 125 mm thick in single layer having compressive strength not less than 7 MPA at 07 days (with each consecutive group of 05 cubes showing individual strength not less than 5.5 MPa at 07 days as per para 4.1 IRC:SP:49-2014) using size of aggregates not exceeding 26.5mm (Grading and other physical parameters as per table 600-1 of MORTH specification for Road and Bridge works/Table 1 IRC:SP:49-2014), minimum cement content not less than 140 Kg/cum mixed in Batching Plant, transported to site and laid by mechanical sensor paver and compacting using double drum smooth wheeled vibratory rollers with 10 Ton static weight including necessary formwork, finishing to achieve minimum field dry density not less than 98% of maximum dry density etc. complete all as specified and directed.Note:-(a) Cost of cutting for transverse/ longitudinal joints, where required, shall be deemed to included in quoted rate.(b) No price adjustment shall be applicable if quantity of cement content used in the work as per approved Design mix exceeds140 Kg.(c) Tolerances to be as per table 900-I of MoRTH specification for road and bridge work 2013. |
| 15 | Material & labour for Dry Lean Concrete (DLC) 150 mm thick in single layer having compressive strength not less than 7 MPA at 07 days (with each consecutive group of 05 cubes showing individual strength not less than 5.5 MPa at 07 days as per para 4.1 IRC:SP:49-2014) using size of aggregates not exceeding 26.5mm (Grading and other physical parameters as per table 600-1 of MORTH specification for Road and Bridge works/Table 1 IRC:SP:49-2014), minimum cement content not less than 140 Kg/cum mixed in Batching Plant, transported to site and laid by mechanical sensor paver and compacting using double drum smooth wheeled vibratory rollers with 10 Ton static weight including necessary formwork, finishing to achieve minimum field dry density not less than 98% of maximum dry density etc. complete all as specified and directed.Note:-(a) Cost of cutting for transverse/ longitudinal joints, where required, shall be deemed to included in quoted rate.(b) No price adjustment shall be applicable if quantity of cement content used in the work as per approved Design mix exceeds140 Kg.(c) Tolerances to be as per table 900-I of MoRTH specification for road and bridge work 2013. |
| 16 | M & L for providing 10mm thick sand cushion with clean river sand duly clear of residual, organic and deletirious materials spread evenly to uniform thickness laid over DLC layer, complete all as specified and directed. Note:- The sand cushion must not contain stones/ other hard or uneven matter as specified and directed. |
| 17 | Supply and laying 400 micron thick HDPE sheet (virgin quality transparent) GRADE-I conforming to IS-10889 as anti-friction layer over sand cushion complete all as specified and directed.Note: Side lap and end lap shall be 300 mm. The rate quoted shall be deemed to include for the laps. Area measured shall be covered area in plan. |
| 18 | Material & Labour for150 mm thick Pavement Quality Concrete (PQC)work in NLB surface of minimum field flexural strength 45 Kg/Sqcm (lower control limit) LCL after 28 days of pavement slab using minimum 360 Kg Ordinary Portland Cement Grade 43 per cum with not exc 31.5mm graded crushed stone aggregate conforming to IS: 383 (grading and other parameters as specified in PS) and mixed with non-circular synthetic fibre reinforcement @ 0.25% of weight of ordinary portland cement grade 43 of PQC or as per manufacturer\"s instruction, mixed in batching plant transported to site, laid in panels, spread and compacted with fixed form paver of minimum 7.50m width , mechanically vibrated, curing, 14 days wet curing & initial curing of chemical compound, finishing the surface by belting and brooming without using extra cement including necessary formwork etc complete all as specified and directed.Notes :- (a) Flexural strength shall be established by beam test and design mix formula shall be compatible to IRC-44-2017.(b) All types of joints shall be measured and paid for separately under respective items of BOQ. (c) Curing @ 3-4 Sqm/litre or as per manufacturer\"s instructions shall be applied at the paving stage after broom finish and when surface is dry. Cost of curing compoundshall be deemed to be included in the unit rate quoted.(d) No deduction shall be made from concrete for space occupied by construction and dummy joint. However, deduction shall be made for the space occupied by expansion joints.(e) Cost of any admixtures required to achieve the desired properties of concrete shall be deemed to be included in the unit rate quoted for PQC. Nothing extra shall be paid on this account.(f) No price adjustment shall be applicable if excess quantity of Ordinary Portland Cement grade 43 content is used in the work as per approved Design Mix (i.e for cement exceeding 360 Kg per Cum).(g) The rate quoted shall be inclusive of use and waste of form work.(h) Surface shall be finished by transverse brooming of 1.5 mm to 2 mm deep as per ICAO norms or as per requirement of Air Force Authority. Brush brooming shall be done as per MoRTH and rate is included in quoted rate. |
| 19 | Material & Labour for340 mm thick Pavement Quality Concrete (PQC)work in PG Dispersal/Rigid link of minimum field flexural strength 45 Kg/Sqcm (lower control limit) LCL after 28 days of pavement slab using minimum 360 Kg Ordinary Portland Cement Grade 43 per cum with not exc 31.5mm graded crushed stone aggregate conforming to IS: 383 (grading and other parameters as specified in PS) and mixed with non-circular synthetic fibre reinforcement @ 0.25% of weight of ordinary portland cement grade 43 of PQC or as per manufacturer\"s instruction, mixed in batching plant transported to site, laid in panels, spread and compacted with slip-form paver of minimum 7.50m width , mechanically vibrated, curing, 14 days wet curing & initial curing of chemical compound, finishing the surface by belting and brooming without using extra cement including necessary formwork etc complete all as specified and directed.Notes :- (a) Flexural strength shall be established by beam test and design mix formula shall be compatible to IRC-44-2017.(b) All types of joints shall be measured and paid for separately under respective items of BOQ. (c) Curing @ 3-4 Sqm/litre or as per manufacturer\"s instructions shall be applied at the paving stage after broom finish and when surface is dry. Cost of curing compoundshall be deemed to be included in the unit rate quoted.(d) No deduction shall be made from concrete for space occupied by construction and dummy joint. However, deduction shall be made for the space occupied by expansion joints.(e) Cost of any admixtures required to achieve the desired properties of concrete shall be deemed to be included in the unit rate quoted for PQC. Nothing extra shall be paid on this account.(f) No price adjustment shall be applicable if excess quantity of Ordinary Portland Cement grade 43 content is used in the work as per approved Design Mix (i.e for cement exceeding 360 Kg per Cum).(g) The rate quoted shall be inclusive of use and waste of form work.(h) Surface shall be finished by transverse brooming of 1.5 mm to 2 mm deep as per ICAO norms or as per requirement of Air Force Authority. Brush brooming shall be done as per MoRTH and rate is included in quoted rate. |
| 20 | Material & labour for forming 25 mm width Expansion Joint in concrete slab for full depth by cuttingPQC to depth of upto 340 mm, using high RPM Diamond bit cutter, cleaning the joint and filling with pre-moulded compressible polyethylene closed cell type filler board as specified and applying closed cell, medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and then priming top 15 mm with approved primer and filling with polyurethane based sealant (single component) complying with BS-5212, BS-4254 and EN 141875-2003 with minimum MAF +/- 30%, applying masked tape on the edges of joints to prevent accidental spillage of sealant and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed. Note:- (a)The joint sealing shall be carried out by original approved applicator with sealant having 10 year performance guarantee. (b) Work shall be carried out under recommended temperature conditions specified by the sealant manufacturer. (c)Top level of joint sealant shall be as per applicable temperature conditions and season to avoid sealant extrusion/ failure. |
| 21 | Material & labour for Forming Dummy / Contraction Joint using high RPM diamond cutter with intial saw cut of 3 mm width (soon after concrete has set) upto a depth of 1/3rd to 1/4th the thickness of the slab/PQC (for slab/PQC upto 400 mm thick), widening the first saw cut to 6-8 mm width and joint to be filled with closed cell, medium density, cross linked polyethylene foam backup rod of 8 mm dia for complete length of the joint, priming the top 15 mm with approved primer, applying masking tape on edges of joints to prevent accidental spillage of sealant and filling with polyurethane based sealant (single component) complying with BS-5212, BS-4254 and EN 141875-2003 as per the method specified by the manufacturer complete as specified and directed. Note:- (a) The joint sealing shall be carried out by original approved applicator with sealant having 10 year performance guarantee.(b) Work shall be carried out under recommended temperature conditions specified by the sealant manufacturer. (c) Top level of joint sealant shall be as per applicable temperature conditions and season to avoid sealant extrusion/failure. |
| 22 | Material & labour for cutting of Construction Joint 25 mm deep and 8-10 mm wide using high RPM diamond bit cutter, cleaning of surface and filling with closed cell, medium density cross linked polyethylene backup rod of 12 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint, priming top 15 mm with approved primer, applying masking tape on edges of joints to prevent accidental spillage of sealant and filling with polyurethane based sealant (single component) complying with BS-5212,BS-4254 and EN 141875-2003with minimum MAF +/- 30% and removing the masking tape after filling of sealant and as per the method specified by the manufacturer complete all as specified and as directed. Note:-(a) The joint shall be treated with a coat of lime wash/ bituminous paint before the adjoining bay is laid. (b) The joint sealing shall be carried out by original approved applicator with sealant having 10 year performance guarantee. (c) Work shall be carried out under recommended temperature conditions specified by the sealant manufacturer. (d) Top level of joint sealant shall be as per applicable temperature conditions and season to avoid sealant extrusion/ failure. |
| 23 | M&L for preparing new concrete surface and painting lines dashes ( continuos/uninterupted arrows letters etc. exceeding 10cm width with two coats of water based road marking paint in white golden yellow orange or red colour over a coat primer complete all using road painting machine complete all as specified and dirceted. |
| 24 | Manufacturing, supplying and fixing duoble face guidance signretro reflective overhead informatory road signage and boards, made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heatativated retro reflective sheeting conforming to type - III of ASTMD-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. Note:- (i) The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(ii) Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment. |
| 25 | M&L for forming embankments (shoulder of NLB of link) includingraising (orlowering)earth, spreading in layers n exc. 30 cm thick, watering,ramming/rolling andfinishingto requiredsize, shape, etc., n exc. 1.5 m high from base complete all as specified and dirceted. |
| 26 | M&L for PCC 1:3:6, type C-2 (using 40mm gradedaggregate) as in foundation, filling and mass concrete complete all as specified and directed. |
| 27 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter, for fair finished surfaces of concrete (flat), complete all as specified and directed. |
| 28 | Formwork to sides of faces of walls, retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttress, etc;vertical or to batter, for fair finished surfaces of concrete (flat), complete all as specified and directed. |
| 29 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping) with fair finished surfaces of concrete complete all as specified and directed. |
| 30 | Formwork to edges of RCC slab, edges, floors, not exceeding 20cm and exceeding 10cm wide horizontal or sloping of fair finished surfaces of concrete and similar work complete all as specified and directed. |
| 31 | M&L for reinforced cement concrete (Design mix), M30 ( using 20 mm graded stone aggregate) as in foundation, including raft, footings, foundations beams, plinth beams, bases for columns etc, basement slab, under reemed piles and mass concrete, complete all as specified and directed. |
| 32 | M&L for reinforced cement concrete (Design mix), M30 ( using 20 mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness, above top of footing, including attached pilasters and buttresses, complete all as specified and directed. |
| 33 | M&L for reinforced cement concrete (Design mix), M30 ( using 20 mm graded stone aggregate) as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed. |
| 34 | M&L for MS 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 directed. |
| 35 | Returning filling in including spreading, leveling and watering and well ramming in layer n. exc. 25cm in hard/dense soil complete all as specified and directed. |
| 36 | M&L for fly ash brick work with old size bricks straight or curved on plan exc. 6m mean radius built in CM 1:4 complete all as specified and as directed. |
| 37 | M&L for rendering 15mm thick in cement CM 1:4, on fair faces of brick or concrete surfaces,finished fair and even complete all as specified and as directed. |
| 38 | M&L for providing cementconcrete type B0 1:2:4 (12.5mm graded aggregate) in lintels up to 1.5m clear span, cills, steps seismic and other similar bands plinth courses ,string courses lacing courses parapets and raillings upto 60 cm in height copings kneelers apex stones bed plates kerbs water troughs and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and as directed. |
| 39 | M&L for preparation of newly plastered surface of wall and applyingtwo coats of cement base paint complete all as specified and as directed. |
| 40 | E/M PORTIONDismantling steel poles/ struts, of height 5.0m including street light and all accessories complete all as specified and directed. |
| 41 | Taking out HT/LT UG cable of any size and capacity from trenches/road crossing/from the circular pipe/duct etc.without damaging the cable and cleaning/straightening of cable if required at site complete all as specified and directed. Note:- Excavation, sand, bricks for cable protection and connected items measured and paid separately. |
| 42 | Relaying ofXLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium conductor, 11000 volts grade, of size95 sq mm 3 core obtained from taking out of old cable complete all as specified and directed. |
| 43 | Relaying ofXLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium conductor, 1100 volts grade, of size35 sqmm 3.5 core obtained from taking out of old cablecomplete all as specified and directed. |
| 44 | Relaying ofXLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium conductor, 1100 volts grade, of size16 sqmm 4 core obtained from taking out of old cablecomplete all as specified and directed. |
| 45 | Supply, laying and testing ofXLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium conductor, 11000 volts grade, of size95 sq mm 3 core complete all as specified and directed. |
| 46 | Supply, laying and testing ofXLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium conductor, 1100 volts grade, of size35 sqmm 3.5 core complete all as specified and directed. |
| 47 | Supply, laying and testing ofXLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium conductor, 1100 volts grade, of size70 sqmm 3.5 core complete all as specified and directed. |
| 48 | Supply, laying and testing ofXLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium conductor, 1100 volts grade, of size16 sqmm 4 corecomplete all as specified and directed. |
| 49 | M&L for cable jointing kit for 11 KV (Earthed) grade cable for straight through cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 50 sqmm to 95 sqmm complete all as specified and directed. |
| 50 | M&L for cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material heat Shrink type and accessories suitable for 3.5 / 4 core XLPE, armoured, Al conductor cable of size 25 to 50 sqmm,Indoor/Outdoor type complete all as specified and directed. |
| 51 | Supply and fixing of GI steel tubing of size 150 mm dia , light grade with all fittings , laid in trenches/ wall for protection of cables complete all as specified and directed |
| 52 | Supply and fixing of GI steel tubing of size 50 mm dia , light grade with all fittings , laid in trenches/ wall for protection of cables complete all as specified and directed |
| 53 | Excavation in trenches, not exc. 1.5m wide and not exceeding 1.5m in depth for foundation and getting out in soft/loose soil complete all as specified and directed. |
| 54 | Removing excavated soil to a distance n. exc. 50 m and depositing where directed at a level n. exc. 1.5m above the stating point complete all as specified and as directed. |
| 55 | M&L for sand cushioning (dry) in trenches for protection of UG cables (below, above and around the UG cable laid in trenches) of 230mm spread thickness and consolidated (punned) upto 180mm thickness complete all as specified and as directed.Note :- Compacted thickness shall be measured and paid. |
| 56 | Supplying and laying un-reinforced precast concrete cable cover, laid flat , dry , laid perpendicular to the length of under ground cable in trenches for cable protection complete for the Class LV, Type-I, flat as per IS - 5820 of size 250mm x 150mm x 40mm complete all as specified and as directed. |
| 57 | Supplying and laying un-reinforced precast concrete cable cover, laid flat , dry , laid perpendicular to the length of under ground cable in trenches for cable protection complete for the Class HV, Type-II, flat as per IS - 5820 of size 300mm x 180mm x 40mm complete all as specified and as directed. |
| 58 | M&L for cement concrete (1:3:6)type C-2 using 40mm graded aggregate as in foundation of poles /stay and filling of mass concrete including providing necessary form work complete all as specified and directed. |
| 59 | M&L for cement concrete (1:2:4) type B-2 using 40mm graded aggregate as in foundation of poles /stay and filling of mass concrete including providing necessary form work complete all as specified and directed. |
| 60 | S&F steel tubular swaged and welded poles 6.0 m long complete with cast iron base plate, finial taper plug, bolts, nuts and screws as specified complete all as specified and directed. |
| 61 | Supply and fixing LED flood light 150 W energy saving, environmental friendly, long life, exclusive innovative die-cast aluminium IP66 flood light, suitable for highlighting architectural facade and general purpose lighting complete all as specified and directed. |
| 62 | M&L for sub main wiring of 2 single core 2.5 sqmm PVC insulated multistranded copper cable with one single core 2.5 sqmm PVC insulated copper conductor complete all as specified and directed. |
| 63 | Supply and fixing thermo plastic terminal box of size not less than 130 x180 x 77 mm with locking and necessary mounting arrangement on pole with MS clamps, nuts, bolts and washers etc. including 01 No MCB 6 Amps and PVC connector 3 phase for cable termination, complete all as specified and directed. |
| 64 | Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine for HDPE pipe upto 150 mm dia suitable for 0.4 mpa working pressure complete all as specified and directed.Note :- HDPE pipe shall be measured and paid separetely. |
| 65 | Supply, installation, testing and commissioning 3 phase and neutral , 415 volts out door type , CPRI approved,factory made free standing , floor mounting ,dust and vermin proof, cubical type LT Feeder Pillar fabricated from 3.15 mm thick CRCA sheet for outer shell and 2.0 mm for inner shell,with angle iron frame of 50 x 50 x 6 mm , double door, front and back openable type,double door system,hinged opening , rubber lining, locking arrangement, with anti corrosive coating and finally epoxy polyester power coatingwith pure polyster Siemens grey structural RAL-7032 shade , protection class IP-54 fully compartmentalize design with 4 nos of bus bar made of copper of ETP grade suitable for 100Amps ( Size of copper strip should not be less than 25x4 mm for each phase and neutral) pre-wired with suitable size of copper strip/ copper wire with colour code for connecting out going MCCB/ MCB`s, including suitable aluminium earth strips conforming to IS with danger notice plate , necessary cable glands, cable connection with proper lugs ,PCC foundation and pedestal for fixing piller feeder box with PCC 1:5:10, 15 cm thick in foundation , brick (Fly ash) / PCC block work in CM 1:6 , rendering 1:6 on exposed surface and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grouting bolts etc for panel. The plateform shall be of 450 mm height above ground level all as specified with supply and fixing the following :- |
| 66 | (A) Incoming: (i) MCCB32 Amps rating,4 pole , 415 V, AC, 50 HZ,thermal Magneticrelease type, having thermal releaserange 25-32 Amp withadjustable overload and short circuit setting, Ics=100 % Icu , Service breaking capacity 25 kA - 01 Nos (ii) Digital 3 Phase Ammeter, flush mounting, 96 x 96 mm, Accuracy class 1.0, with inbuilt selector switch for three phase, CT/PT site programable - 01 Nos with Suitable CT as per MCCB andwiring with copper wire.(iii)Digital 3 Phase Voltmeter,Flush mounting, 96 x 96 mm, Accuracy class 1.0, with inbuilt selector switch for three phase, CT/PT site programable - 01 No(iv) Three indication lamps- 01 Set (Red, Yellow, Blue).(B) Outgoing(i) MCB 3 Pole, 415 volts, 16 Amps 16 KA for out going :-02 No (1 outgoing + 1 spare)(ii) Astronomical Time Switch 16 Amps 24 hour programming type with ML-4 contractor 70A, 415 V, three phae, coil operating voltage 230 V, three point Auto manual switch 16 Amps for bypass system with 32A4P MCCB adjustable (40% to 100%) Microprocessor release, 25KA complete including necessary connection. |
| 67 | M&L for earthing complete with copper earth plate electrode 600mm x 600mm x 3 mm thick burried directly in ground (Earth pit not less than 3.0 m deep below ground level) with top edge of the plate not less than 2.25m below ground level connected to copper strip 20 x 3 mm as earth lead by brass nut bolts washer including brazing the copper strip with copper plate as shown in electrical plate No 3 connected to earth test point including necessary excavationin any type of soil(except rock), filling charcoal and salt around the plate in layers , filling the pit with agriculture soil free from stones, to be bring from outside defence land, and to be mixed with and includingbentonite - 03 bags of 25 KG each for each pit,construction of PCC earth pit chamber of size 900 x 900 x 450 mm,RCC chamber cover plate, wire mess, funnel, test point, 32 mm dia GI protection pipelightgrade and40 mm GImedium grade peforated pipefor wateringetc. complete and testing on completion complete all as specified and directed. |
| 68 | M&L for earthing complete with galvanized steel earth plate electrode 600 mm X 600 mm X 6 mm thick buried directly in ground (earth pit not less than 2.25 Mtr deep below normal ground level with top edge of plate not less than 1.5 Mtr below normal ground level connected to galvanised earth lead wire 4.0 mm dia bymeans of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No-3 SSR Part -1 2009 connected to earthing test point including earth wire protection pipe of dia 15 mm (medium grage), excavation and earth work, disposal of surplus spoil, provn of RCC cover 50 mm thick, reinforced with 8mm dia TMT bars @100 mm /C/C both ways with one handle for lifting made out of 10 mm dia TMT bar embedded in precast cover slab and PCC (1:3:6) type C-1 concrete pit, funnel with watering pipe 20 mm bore (light grade) testing on completion complete all as specified and directed. [Note : (a)Proper earthing pit should be provided with pit cover. (b) Excavation/earthwork is deemed to be included in the quoted rate.] |
| 69 | Supply, Installing,testing & commissioning LED type Omni directional Elevated Taxiway Edge Lights suitable for Operating at 6.6A complete all as specified and directed. |
| 70 | Supply, Installation, testing & commissioning of constant current regulator (CCR) 2.5KW 6.6/6.6A complete all as specified and directed. |
| 71 | Supply and laying of 1x6 Sqmm 5KV grade PVC Airfield Lighting Cable copper conductor PVC insulated, PVC sheathed, unshielded, anti termite and rodent treated, UG airfield lighting cable generally confirming to IS 1554 Part II with up to date ammendments and specified in technical specifications as required in the existing DWC/HUME/RCC/HDPE Pipe complete all as specified and directed. |
| 72 | Supply and laying of 50mm (outer dia)/ 38mm (inner dia) size, ISI marked Double Walled Corrugated high density polyethylene pipe (DWC-HDPE) having corrugation on the outer wall confirming to IS 14930 Part-II complete with necessary fittings/couplers complete all as specified and directed. |
| 73 | Supply and laying of 6 SWG GI wire, complete all as specified and directed |
| 74 | Supply, Installation, testing & commissioning of 2 hole CI Housing Box of 330 mm dia, 450 mm height suitables holes at the top plate to receive Taxiwat Edge Light complete all as specified and directed. |
| 75 | Supply, laying and testing XLPE insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100V grade with stranded aluminium conductor of size 35 Sqmm 2 core, complete all as specified and directed. |
| 76 | M&L for Earthing complete with GI earth plate electrode of size 600x600x6 mm thick buried directly in ground with earth pit not less than 2.25 meter deep below ground level with top edge of plate not less than 1.5 meter below normal ground level connected to GI earth strip of size 32 x 6 mm earth lead by means of nuts, bolts, check nuts, washers of galvanised iron as steel,protected by galvanized iron pipe 40mm bore (Medium grade) allas directed including cement concrete (1:3:6) type C-1 earth pit with precast RCC (1:1.5:3) type A-1 cover slab of size 42 x 42 x10cm thick reinforced with 8mm dia TMT bars @ 15 cm c/c both ways with 10mm dia mild steel round bar of 30 cm long, bent to shape as lifting handle, funnel,wire mesh, 20 mm bore galvanized iron pipe (medium grade) for watering, charcoal or coke and salt in alternate layers with necessary earth work in soft/loose soil complete all as shown in electrical plate No 3 of SSR Part I including testing on completion all complete as specified and directed. |
| 77 | M&L for Earthing complete with galvanised steel pipe electrode, 40mm bore, medium grade, 2.5 metres length, buried directly and preferably vertically in ground with top edge not less than 1.25 metres below ground level connected withearthing lead of 4mm dia galvanised iron or steel wire all as shown in Plate No. 2 to the earthing test point all as specified and indicated including testing on completion complete as specified and directed. |
| 78 | Supply and fixing indivisual lamp series type Isolating Transformer of rating 5 KV , 50 Hz encapsulated in TPR/TPE with primary and secondary connection leads for elevating 6.6A taxiway/Apron edge lights complete all as specified and directed. |
| 79 | Supply and laying75mm bore HDPE pipe PN10, ISI marked, for cable protection on pole/ wall/ floor or in trenches and drain /culvert etc. complete with necessary clamps, nuts, bolts, washers sockets complete with all fitting allas specified and directed. |
| 80 | Supply and laying50mm bore HDPE pipe PN10, ISI marked, for cable protection on pole/ wall/ floor or in trenches and drain /culvert etc. complete with necessary clamps, nuts, bolts, washers sockets complete with all fitting allas specified and directed. |
| 81 | Taking out old unserviceable 40mm bore PVC/PPR pipes from trenches, walls, floors, ceiling and ductetc. including all fittings complete all as specified and directed. Note: Excavation/earth work will be measured and paidseparately under relevent item. |
| 82 | Supply and laying 3-layer ( inner antimicrobial, outer UV stabilized) PP-R pipes, SDR 11 (PN-10) with all fittings, ISI marked ,bearing specification as per IS-15801,in trenches/ walls/cellings or laying in floors complete of size 40 mm outer dia including all fittings complete with all fitting allas specified and directed. |
| 83 | SCHEDULE OF CREDITNote :- Amount of Rs. 19,61,600.00 indicated in Tender Documents as Schedule of Credit shall be deducted from the total quoted amount of BOQ. |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2025 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
