| Sr No | CorrigendumDate | Description | Submission Date |
| 1 | 25-02-2020 | Corrigendum No 01 | 10-03-2020 |
| 2 | 05-03-2020 | Corrigendum No 02 | 14-03-2020 |
| 3 | 09-03-2020 | Corrigendum No 03 | 17-03-2020 |
| Name of Work: PROVN OF GABION STRUCTURE ALONG RIVER BANK UNDER PARA 35 AT LEIMAKHONG | |||||
|---|---|---|---|---|---|
| Sl. No. | Description of Work/Item | Item Code / Make | Number or Quantity | Unit | |
| 1 | 0 | NOTE (Applicable for all items):- The bidders/contractors are advised to read tender document & all corrigendum/ amendments and General conditions of contracts before entrying/quoting the rates.\nSCHEDULE 'A' BOQ | |||
| 2 | 1 | Site clearance/Surface dressing and removing of bushes and shrubs etc and getting out in soft/loose soil complete all as specified and as directed. | BI01010001010000000000000515BI0100001114 | 1700 | Sqm |
| 3 | 2 | Site clearance/Surface dressing and removing of large boulders/stones manually or using mechanical dozers complete all as specified and as directed. | BI01010001010000000000000515BI0100001115 | 5300 | Sqm |
| 4 | 3 | Rough excavation not exceeding 1.5 m deep and getting out in Soft/loose soil complete all as specified and as directed. | BI01010001010000000000000515BI0100001116 | 2400 | Cum |
| 5 | 4 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc. Or for shafts, wells, cess pits, manholes, pier holes etc. not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out as in soft/loose soil complete all as specified and as directed. | BI01010001010000000000000515BI0100001117 | 11 | Cum |
| 6 | 5 | Excavating over area not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. | BI01010001010000000000000515BI0100001118 | 101 | Cum |
| 7 | 6 | Excavating over area not exceeding 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed. | BI01010001010000000000000515BI0100001119 | 3300 | Cum |
| 8 | 7 | M & L for Hard core of gauge not exceeding 63 mm of broken stone or boulders , spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | BI01010001010000000000000515BI0100001120 | 725 | Cum |
| 9 | 8 | Supply and laying of Synthetic Reinforced Geocomposite made of Polypropylene polymer made of three dimensional matrix of minimum mass per unit area more than 450 grams/Sqm extruded on to a Mechanically woven double twisted hexagonal shaped wire mesh of mesh wire dia 2.7 mm and mesh type 8cm x 10cm having (Zn+5%) Aluminium alloy + Polymer coating as per EN 10224-2, the composite shall have a combine mass per unit area more than 2100 grams/Sqm and having nominal thickness more than 12mm including U pins of 8 mm dia of depth 500mm at 1 m c/c spacing with all leads and lifts including manpower and machinery complete (As per technical specification as per section 700 MORTH Specifications) all as specified and as directed and as shown on drawings.\nMake:- Meccaferi environmental solutions, Gabion Infrastructures and Manas Geotech India Pvt Ltd. | BI01010001010000000000000515BI0100001121 | 1700 | Sqm |
| 10 | 9 | Supply and laying of non woven geotextile filter media behind gabion mattress as per MORTH Section 700, Type-I geotextile made of poly propylene or similar fibre manufactured through machine made process of heat bending or needle punching technique and tensile strength of 7KN/M, weight not less than 150gm/Sqm as per manufacturer specification complete all as specified and as directed and as shown on drawings.\nMake :- Maccaferri Environmental Solutions Pvt. Ltd./ GTI/ Khator\nTechnical Textiles Pvt. Ltd. / SVM Non Wovens Pvt. Ltd. | BI01010001010000000000000515BI0100001122 | 2100 | Sqm |
| 11 | 10 | Supply and laying of non woven geotextile filter media behind gabion mattress as per MORTH Section 700, Type-III geotextile made of poly propylene or similar fibre manufactured through machine made process of heat bending or needle punching technique and tensile strength of 7KN/M, weight not less than 150gm/Sqm as per manufacturer specification complete all as specified and as directed and as shown on drawings.\nMake :- Maccaferri Environmental Solutions Pvt. Ltd./ GTI/ Khator\nTechnical Textiles Pvt. Ltd. / SVM Non Wovens Pvt. Ltd. | BI01010001010000000000000515BI0100001123 | 4080 | Sqm |
| 12 | 11 | Supply and installation of Mechanically woven double twisted hexagonal shaped wire mesh Gabion Boxes as per IS 16014:2018, MORTH Clause 2500, of required sizes, mesh type 10cmx12cm (D=100mm with tolerance of ±2%), (Zn+10%) Aluminium alloy+Polymer coated, mesh wire dia 2.7/3.7 mm (ID/OD) mechanically edged/selveged with partitions at every 1m interval and shall have minimum 10 numbers of mesh opening per meter of mesh perpendicular to twist, typing with lacing wire of dia 2.2/3.2 mm (ID/OD) supplied @ 5% by weight of gabion boxes will be supllied including of accessories such as U clamps, thimbles etc laid in position after & including Supplyy & filling of boulders of size 150mm to 250mm all as per detailed specification conforming to codes in vogue complete all as specified and as directed and as shown on drawings.\nMake of Gabion Boxes :- Meccaferi environmental solutions, Gabion Infrastructures, Manas Geotech India Pvt Ltd. and M/s Gurukrupa Wire Netting Industries\nNote:- \n(i). Cost of Boulders / Rock is deemed to be inclusive in the rate quoted.\n(ii). Filling of Rocks / boulders shall be as specified & directed by the GE.\n(iii). Front face shall be neatly packed with good facia rocks for the facing of gabion wall/Mattress. | BI01010001010000000000000515BI0100001124 | 10600 | Cum |
| 13 | 12 | Supply and installation of Mechanically woven double twisted hexagonal shaped wire mesh 0.5 m thick Gabion Mattress as per IS 16014:2018, MORTH Clause 2500, of required sizes, Mesh type 10cmx12cm (D=100mm with tolerance of ±2%), (Zn+10%) Aluminium alloy+Polymer coated, mesh wire dia 2.7/3.7 mm (ID/OD) mechanically edged/selveged with partitions at every 1m interval and shall have minimum 10 numbers of mesh opening per meter of mesh perpendicular to twist, tying with lacing wire of dia 2.2/3.2 mm (ID/OD) supplied @ 3% by weight of gabion boxes will be supllied including of accessories such as U clamps, thimbles etc laid in position after & including Supply and filling of boulders of size 150mm-250mm all as per detailed specification conforming to codes in vogue complete all as specified and as directed and as shown on drawings.\nMake of Gabion Mattress :- Meccaferi environmental solutions, Gabion Infrastructures, Manas Geotech India Pvt Ltd. and M/s Gurukrupa Wire Netting Industries\nNote:- \n(i). Cost of Boulders / Rock is deemed to be inclusive in the rate quoted.\n(ii). Filling of Rocks / boulders shall be as specified & directed by the GE.\n(iii). Front face shall be neatly packed with good facia rocks for the facing of gabion wall/Mattress. | BI01010001010000000000000515BI0100001125 | 900 | Cum |
| 14 | 13 | Supply and installation of self drilling Anchors (32 mm dia, yield strength-500 N/Sqmm) including grouting for full length of the drilled hole, all anchor bars, nuts base plate, sacrificial drill bits complete all as specified and as directed and as shown on drawings.\n | BI01010001010000000000000515BI0100001126 | 920 | RM |
| 15 | 14 | Removing excavated material not exceeding 50 m including raising of surplus soil, and depositing where directed at a level n. exc. 3.0 m above the starting point including returning & compacting with using surface/plate Vibrator/hand rollar, filling including spreading, levelling, watering and well ramming as back filling of Gabion wall in layers not exceeding 25 cm as in soil complete all as specified and directed.\nNote:- \n(i) Excaveted earth as approved by GE only shall be used as back filling.\n(ii) The rollar /compacting equipments will be approved by GE. | BI01010001010000000000000515BI0100001127 | 1400 | Cum |
| 16 | 15 | Removing excavated material to a distance exceeding 250 m but not exceeding 500 m and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and as directed. | BI01010001010000000000000515BI0100001128 | 92 | Cum |
| 17 | 16 | Removing excavated material exceeding 1.5 Km but not exceeding 5 Km and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and as directed. | BI01010001010000000000000515BI0100001129 | 4300 | Cum |
| 18 | 17 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick as in soft / loose soil complete all as specified and as directed.\n | BI01010001010000000000000515BI0100001130 | 20 | Cum |
| 19 | 18 | Bringing approved earth (as approved by Garrison Engineer) from sources outside defence land including all cost such as royalty if any, transportation, taxes etc. for area filling/ forming embankments including raising (any height from EGL)/lowering by approved earth and including raising earth spreading in layers not exc 30cm thick each layer, watering, compaction with using surface/plate vibrator/hand roller and finished to required size and shape etc, any high/depth from EGL.\nNotes : (i) Earth required for the item, shall be supplied by contractor, from out side MOD land of any lead, at his own arrangement.\n(ii) All cost of procurement of earth including cost of transportation, compaction, royalties, tax etc shall be deemed to be included in the unit rate quoted by the contractor.\n(iii) With reference to clause 3.6 of MES schedule Part-II on serial page No.21 it is clarified that measurement of the above item shall be of finished embankment/traverse of filled earth after consolidation/ compaction and 5% deduction shall be made from measured and calculated volume to allow for increase in bulk.\n(iv) Total quantity / partial quantity of earth may not be available in Leimakhong or Imphal area. The contractor shall bring the earth outside area and it is advised to quoted the rate considering availability of soil and its lead involved.\n(v) The rollar /compacting equipments will be approved by GE.\n | BI01010001010000000000000515BI0100001131 | 2800 | Cum |
| 20 | 19 | Demolition of Brickwork or stone/boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed. | BI01010001010000000000000515BI0100001132 | 75 | Cum |
| 21 | 20 | Demolition of stone set pavings/stone boulders pitching laid beded and pointed in any mortar and of any description or thickness complete all as specified and as directed. | BI01010001010000000000000515BI0100001133 | 5 | Per 10 Sqm |
| 22 | 21 | Demolition of cement concrtete in ground floors and pavings not exceeding 15cm thickness (Below or above ground level) complete all as specified and as directed. | BI01010001010000000000000515BI0100001134 | 9 | Cum |
| 23 | 22 | M&L for plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed. | BI01010001010000000000000515BI0100001135 | 14 | Cum |
| 24 | 23 | Material and labour for RCC M-25 Design Mix as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | BI01010001010000000000000515BI0100001136 | 12 | Cum |
| 25 | 24 | Material and labour for RCC M-25 Design Mix Walls, retaining walls,\nbasement walls, ballast walls and the like; any thickness; above top of\nfootings; including attached pilasters and buttresses complete all as specified and as directed. | BI01010001010000000000000515BI0100001137 | 22 | Cum |
| 26 | 25 | M & L for high strength steel deformed 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 and conforming to grade Fe 500D complete all as specified and as directed. | BI01010001010000000000000515BI0100001138 | 1150 | Kg |
| 27 | 26 | Use and Waste of formwork to sides of 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 rough finished surfaces of concrete complete all as specified and as directed. | BI01010001010000000000000515BI0100001139 | 55 | Sqm |
| 28 | 27 | Use and Waste of formwork faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter in plan surface for rough finished surfaces of concrete complete all as specified and as directed. | BI01010001010000000000000515BI0100001140 | 108 | Sqm |
| 29 | 28 | M&L plain cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in surface channels and drains etc complete all as specified and directed. | BI01010001010000000000000515BI0100001141 | 3 | Cum |
| 30 | 29 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed. | BI01010001010000000000000515BI0100001142 | 20 | RM |
| 31 | 30 | Material and labour for Brick work with bricks class designation 75, old size, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:6 complete all as specified and as directed. | BI01010001010000000000000515BI0100001143 | 46 | Cum |
| 32 | 31 | All as per item No -31 above, but except bricks.\nNote:- Old servicable bricks obtained from demolition under Srl Item No. 20 above shall be used.\n | BI01010001010000000000000515BI0100001144 | 4 | Cum |
| 33 | 32 | M & L for rendering 15 mm thick in Cement Mortar 1:6 on fair faces of brick work or concrete surfaces finished with fair and even without using extra cement complete all as specified and as directed. | BI01010001010000000000000515BI0100001145 | 145 | Sqm |
| 34 | 33 | M & L for rendering 5 mm thick in Cement Mortar 1:4 on fair faces of brick work or concrete surfaces finished with fair and even without using extra cement complete all as specified and as directed. | BI01010001010000000000000515BI0100001146 | 198 | Sqm |
| 35 | 34 | M & L for Cement Concrete 1:2:4 type B-1, using 20 mm graded stone aggregate as lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs as directed and including formwork complete all as specified and as directed. | BI01010001010000000000000515BI0100001147 | 1 | Cum |
| 36 | 35 | M & L for preparation new surfaces of plastered or unplastered on walls applying two coats of weather proof acrylic based exterior emulsion, over a coat of acrylic primer complete all as specified and as directed.\n | BI01010001010000000000000515BI0100001148 | 215 | Sqm |
| 37 | 36 | M&L for 100 mm thick plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base of floor, fair finished complete all as specified and as directed.\n | BI01010001010000000000000515BI0100001149 | 76 | Sqm |
| 38 | 37 | M&L for chequred Cement concrete coloured tiles 30cm x 30cm x 20mm thick, rubber pressed glossy type; set jointed and pointed in neat cement slurry in floors, and cut and polished including screed bed 20mm thick in cement mortar 1:6 complete all as specified and as directed.\n | BI01010001010000000000000515BI0100001150 | 76 | Sqm |
| 39 | 38 | M & L for Granite 16-18 mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite. including screed bed 10mm thick in cement mortar 1:4 complete all as specified and as directed.\n | BI01010001010000000000000515BI0100001151 | 50 | Sqm |
| 40 | 39 | M&L of stainless steel tube Gde-304, 1.02mm thick/ or of thickness as decided as in balusters, railing pipe including base plate connecting pieces etc complete all as specified and as directed. | BI01010001010000000000000515BI0100001152 | 160 | Kg |
| 41 | 40 | Supply & Fix 600 mm high stainless steel letter (Having width & depth of each line of every letter shall not less than 50mm and thickness of sheet used shall be minimum 1.0mm thick) with drilling and fixing in wall as per direction of Engr-in-Charge complete all as specified and as directed. | BI01010001010000000000000515BI0100001153 | 12 | Nos |
| 42 | 41 | Material and labour for Point wiring surface type with two single core 1.5 Sq. mm (nominal area) PVC insulated and un-sheathed single core FRLSH copper cable 1100 volts grade with multi-stranded copper conductor in and including suitable size PVC casing caping with all fittings fixing accessories and suitable size PVC box for mounting switches, regulators alongwith continuous earth wire 1.5 Sq mm PVC insulated and un-sheathed single core FRLSH cable 1100 volts grade with multi-stranded copper conductor and connected to common earth dolly complete for one light/ fan/ bell point controlled by one way modular switch complete all as specified and as directed. | BI01010001010000000000000515BI0100001154 | 13 | Point |
| 43 | 42 | Material and labour for Point wiring surface type with two single core 2.5 Sq. mm (nominal area) PVC insulated and un-sheathed single core FRLSH copper cable 1100 volts grade with multi-stranded copper conductor in and including suitable size PVC casing caping with all fittings fixing accessories and suitable size PVC box for mounting switches, regulators alongwith continuous earth wire 2.5 Sq mm PVC insulated and un-sheathed single core FRLSH cable 1100 volts grade with multi-stranded copper conductor and connected to common earth dolly for one socket outlet point 5 pin 15 Amps on independent board complete all as specified and directed. | BI01010001010000000000000515BI0100001155 | 8 | Point |
| 44 | 43 | S&F Modular switch piano type 6 Amps single pole one way complete all as specified and directed. | BI01010001010000000000000515BI0100001156 | 13 | Each |
| 45 | 44 | S&F Modular switch piano type 16 Amps single pole one way complete all as specified and directed. | BI01010001010000000000000515BI0100001157 | 8 | Each |
| 46 | 45 | S&F Modular white cover plate with frame 12 module complete all as specified and directed. | BI01010001010000000000000515BI0100001158 | 2 | Each |
| 47 | 46 | S&F Modular Blank plate 1 Module suitable for Modular switch boards complete all as specified and directed. | BI01010001010000000000000515BI0100001159 | 5 | Each |
| 48 | 47 | Supply and fix asymmetrical COB LED flood light luminaires 50W 415 Volt, 50 Hz, LED 5000K with minimum two year replacement warranty, new generation, energy saving, environmental friendly long life LED made up of exclusive innovative die-cast aluminium fllood light with high power LEDs , faceted anodised aluminium reflector heat resistant toughened clear glass cover with IP65 protection & including MS clamp, nuts, bolts, washers etc and connecting and testing complete all as specified and as directed.\nMake:-Havells Cat Part No. JETACOMPECTOFL50WLED757LTG or equivalent model of makes given in Appx 'B'. | BI01010001010000000000000515BI0100001160 | 8 | Each |
| 49 | 48 | Supply and fix Post top lantern in frosted finish made up of Polycarbonate, new generation, energy saving, environmental friendly, long life LED aesthetically designed with symmetrical light distribution, spun aluminium landscape luminaire with high power LEDs IP65 protection including all other necessary fixing accessories such as GI pipe light grade of suitable dia (as per manufacturer recommendation) & length(Approx 1.0±0.2 mtr) with MS flat iron clamps, nuts, bolts & washers including two coats of black enamle paint on exposed surface of pipe over a coat of red oxide primer complete with all accessories and connecting with twin core of PVC insulated 0.70 Sqmm copper conductor cable complete all as specified and as directed. \nMake:-Havells Cat Part No. CORALPT25WLED757PSYMTOPC or equivalent model of makes given in Appx 'B'. | BI01010001010000000000000515BI0100001161 | 13 | Each |
| 50 | 49 | S&F Sheet metal enclosure DB SPN 240 Volts 8 Way double door type with 200 Amps rated bus bar for fixing MCB complete all as specified and as directed. | BI01010001010000000000000515BI0100001162 | 1 | Each |
| 51 | 50 | Supply and fixing for MCB SP 6 to 32 Amp, 10 kA, 'C' curve ISI marked complete all as specified and as directed. | BI01010001010000000000000515BI0100001163 | 4 | Each |
| 52 | 51 | Supply and fixing for MCB SPN 32 Amp, 10 kA, 'C' curve ISI marked complete all as specified and as directed. | BI01010001010000000000000515BI0100001164 | 1 | Each |
| 53 | 52 | Supply and fixing for PVC board 30cm x 25cm x 5cm depth ISI marked complete all as specified and as directed. \nMake:-Presto plast/ Presto teak/ Modi/ Plaza or equivalent. | BI01010001010000000000000515BI0100001165 | 1 | Each |
| 54 | 53 | Supplying and fixing service wire connection 10Sqmm x 2 core, 1100 volts grade heavy duty cable PVC insulated aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended by insulating hangers not more than 1 metre apart including 4mm suspension wire, one twin core cable flat or circular complete all as specified and as directed. | BI01010001010000000000000515BI0100001166 | 60 | RM |
| 55 | 54 | M & L for earthing complete with copper plate earth electrode 600 mm x 600 mm x 6 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to earthing lead of 25 mm x 4 mm copper strip by means of bolts, nuts, check nuts and washers of galvanised iron from earth plate to test point upto 7.5 metre including all as shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete chamber in cement concrete M15 (Nominal Mix) using 20 mm nominal size coarse aggregate, precast RCC cover slab in cement concrete M15 (Nominal mix) using 20 mm nominal size coarse aggregate of size 40 cm X 40 cm X 5 cm reinforced with 8 mm dia TMT bars @ 150 mm c/c with one handle for lifting made out of 8 mm dia bar, GI funnel, GI wire mesh filter, 20 mm dia GI pipe medium grade for watering, 40 mm dia GI pipe medium grade for protection of earthing lead, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil/ strata and testing complete all as specified and as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001167 | 1 | Each Set |
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