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Provision Of Tiled Pathway From Mptr To Mt Gate , Retaining Walls At Various Loc , Drainage At Mptr In Training And Certain Revenue Works At Cijw School Vairengte Under Ge Silchar, VAIRENGTE-Mizoram

Military Engineer Services-MES has published Provision Of Tiled Pathway From Mptr To Mt Gate , Retaining Walls At Various Loc , Drainage At Mptr In Training And Certain Revenue Works At Cijw School Vairengte Under Ge Silchar. Submission Date for this Tender is 22-07-2020. Footpath Work Tenders in VAIRENGTE Mizoram. Bidders can get complete Tender details and download the document.




Tender Notice

24761629
Corrigendum : Provision Of Tiled Pathway From Mptr To Mt Gate , Retaining Walls At Various Loc , Drainage At Mptr In Training And Certain Revenue Works At Cijw School Vairengte Under Ge Silchar
Open Tender
Indian
Mizoram
VAIRENGTE
22-07-2020

Tender Details

provision Of Tiled Pathway From Mptr To Mt Gate , Retaining Walls At Various Loc , Drainage At Mptr In Training And Certain Revenue Works At Cijw School Vairengte Under Ge Silchar

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Jul-2020 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 22-07-2020

Key Value

Document Fees
INR 500 /-
EMD
INR 74000.0 /-
Tender Value
INR 37 Lakhs /-

BOQ Items

PROVN OF TILED PATHWAY FROM MPTR TO MT GATE, RETAINING WALLS AT VARIOUS LOC, DRAINAGE AT MPTR IN TRAINING AND CERTAIN REVENUE WORKS AT CIJW SCHOOL VAIRENGTE UNDER GE SILCHAR
Sl. No. Item Description Item Code / Make Quantity Units
1 1 SCH 'A' PART-I (B/R WORKS)\nSurface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil all as specified. 150 Sqm
2 2 Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out soft/loose soil all as specified. 248.07 Cum
3 3 Material and labour for hard core of broken bricks gauge not exceeding 63mm, deposted, spread, and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface all as specified. 12.4 Cum
4 4 Material and labour for PCC 1:4:8, type D2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete all as specified. 9.63 Cum
5 5 Material and labour for 40mm thick plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in sub base of floor, finsihed fair and even all as specified. 122 Sqm
6 6 Material and labour for Brickwork with subclass ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in CM 1:6 complete all as specified. 121.85 Cum
7 7 Material and labour for Brickwork with sub class ‘B’ bricks, straight or curved on plan to any radius in half brick thick wall built in cement mortar 1:4 complete all as specified. 121 Sqm
8 8 Returning, filling in, with soil obtained from excavation including spreading, levelling, watering and well ramming in layers not exceeding 25 cm all as specified. 50.18 Cum
9 9 Removing excavated material (soil) to a distance not exceeding 50m and deposited where directed at a level not exceeding 1.5m above the starting point all as specified. 288.55 Cum
10 10 Material and labour for 15mm thick screed bed or bedding layers of cement mortar 1:6 for laying floor finishes all as specified. 102 Sqm
11 11 Material and labour for reflective type rubber moulded chequered cement concrete tiles 300x300x25mm size, set and jointed in neat cement slurry and pointed with white or coloured cement to match complete all as specified. 102 Sqm
12 12 Material and labour for rendering 15mm thick in cement mortar 1:4 on fair faces of brick or concrete and finished the surface fair and even cement all as specified. 270 Sqm
13 13 Material and labour for applying two coats of cement based paint on walls including preparation of newly plasterd surfaces complete all as specified. 46 Sqm
14 14 Material and labour for providing PCC 1:3:6, type C1 using 20 mm graded crushed stone aggregate as in surface channels and drain all as specified. 8 Cum
15 15 Extra for forming fair finished drain or channel 40 cm inner girth in cement concrete using extra cement including forms, mitred/stopped ends etc. complete all as specified. 120 Rm
16 16 Surface dressing not exceeding 15 cm deep in soft/loose soil all as specified. 72 Sqm
17 17 Excavating over areas, not exceeding 1.5 m deep and getting out soft/loose soil all as specified. 67.8 Cum
18 18 Material and labour for PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregates as in foundations, filling and mass concrete complete all as specified. 57 Cum
19 19 Material and labour for PCC 1:2:4 type B0 using 12.5 mm graded crushed stone aggregates as in copings including necessary form work all as specified. 0.9 Cum
20 20 Supply and fix 110 mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls all as specified. 52 Rm
21 21 Supply and fix 25 mm wire netting of stainless steel wire 1.4mm dia fixed with tinned tacks of stainless steel wire staples all as specified. 14.5 Sqm
22 22 Material and labour for loose filling with crushed stone aggregate of gauge 40 to 80 mm as in backside of weep holes all as specified. 0.5 Cum
23 23 Material and labour for Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified. 22 Cum
24 24 Rough excavation not exceeding 1.5 m deep and getting out in soft/loose soil as specified. 22.8 Cum
25 25 Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc., not exceeding 1.5 m high from base all as specified. 30.7 Cum
26 26 Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc., exceeding 1.5 m but not exceeding 3 m high from base all as specified. 54.5 Cum
27 27 Material and labour for use and waste Formwork to sides/faces of walls, parapets, walls of RCC drains and similar works including attached pillasters, buttresses, etc. vertical or to batter for rough finished flat surfaces of concrete all as specified. 650 Sqm
28 28 Material and labour 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 all as specified. 4285 Kg
29 29 Material and labour for MS TMT bars of dia 6 to 8 mm, 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 all as specified. 210 Kg
30 30 Material and labour for MS TMT bars 5mm dia and over upto and including 10mm dia cut to length, bent to shape including cutting, bending etc in stirrups, spacers and binders all as specified. 205 Kg
31 31 Material and labour for RCC 1:2:4 type B1 using 20 mm graded crushed stone aggregate as in lintels upto 1.5 m, (cast in situ) cills, steps, bands, copings etc including necessary formwork all as specified.\nNote:- Reinforcment and form work shall be measured and paid separately. 2 Cum
32 32 Material and labour for RCC 1:2:4 type B1 using 20 mm graded crushed stone aggregate as in beams, cantilevers, lintels over 1.50m span all as specified.\nNote:- Reinforcment and form work shall be measured and paid separately. 0.4 Cum
33 33 Material and labour for RCC 1:2:4 type B1 using 20 mm graded crushed stone aggregate as in walls, retaining walls, drains etc including bottom and side walls all as specified.\nNote:- Reinforcment and form work shall be measured and paid separately. 57 Cum
34 34 Material and labour for Rendering 10mm thick in cement mortar 1:4 on fair faces of concrete surfaces finished even and smooth using extra cement complete all as specified. 520 Sqm
35 35 Material and labour for providing precast cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregates as in cover slabs in manholes, drains, shelves etc and set in cement mortar 1:4 complete all as specified.\nNote:- Reinforcment shall be measured and paid separately. 0.8 Cum
36 36 Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm all as specified. 8 Each
37 37 Supply and fix steel work in tubular trusses, purlins, posts (including cleats, base plates etc.) and the like using tubular/square hollow sections including special shaped washer etc. complete using ERW or induction butt welded tubes/SHS conforming to IS 1161- 2014/ IS 4923-1997 grade St -210 complete all as specified. 450 Kg
38 38 Supply and fix bands, straps, clamps, hold fasts, cleats and small articles, supports or stays for rainwater, ventilating pipes, including bolts etc conforming to Fe-290 Gde-E-165 complete all as specified. 8 Kg
39 39 Supply and fix Pre painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping complete all as specified. 49.36 Sqm
40 40 Supply and fix Pre painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified. 10 Sqm
41 41 Material and labour for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 on wall surface and finishing even and fair complete all as specified. 52 Sqm
42 42 Material and labour for 100 mm thick plain cement concrete 1:3:6, type C- 2 using 40mm graded crushed stone aggregate as sub base in floor complete all as specified. 22 Sqm
43 43 Material and labour for two coats of synthetic enamel paint over a coat of red oxide primer on new iron surfaces of any description not otherwise described over 10 cm width or girth including preparation of surfaces complete all as specified. 20 Sqm
44 44 Material and labour for applying three coats of white wash on walls of new or previously un-treated surfaces complete all as specified. 194 Sqm
45 45 Material and labour for Reinforced cement concrete (Nominal mix) 1:1.5:3, type A1 using 20 mm graded crushed stone aggregate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. complete all as specified.\nNote:- Reinforcment and form work shall be measured and paid separately. 1.2 Cum
46 46 Material and labour for Reinforced cement concrete (Nominal mix) 1:1.5:3, type A1 using 20 mm graded crushed stone aggregate in columns, pillars, piers, posts and struts complete all as specified.\n 0.6 Cum
47 47 Material and labour for uses and wastes of Formwork to sides of pillars, posts, struts, piers, columns and stanchions square/ rectangular in shape having rough finished surface of concrete complete all as specified. 12 Sqm
48 48 Material and labour for uses and wastes of Formwork to Rough finished flat surface of 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 complete all as specified.\n 10 Sqm
49 49 Material and labour for PCC 1:2:4, type B1 using 20mm graded stone aggregate as in bed block or hold fast block complete all as specified. 0.04 Cum
50 50 Material and labour for use and waste formwork to edges of concrete flats,treads,window cills and sides of RCC/PCC bands in walls horizontal or sloping and similar works not exceeding 5 cm wide in rough finished flat surfaces all as specified. 22 Rm
51 51 Material and labour for use and waste formwork to edges of concrete flats, treads, window cills and sides of RCC/PCC bands in walls horizontal or sloping and similar works exceeding 10 cm but not exceeding 20cm wide in rough finished flat surfaces all as specified. 48 Rm
52 52 Supply and fix framed work in doors or gates of angle or other section with gusset plates, rails, braces, etc. (excluding steel sheeting or other covering) including fastening and fixing (conforming to Fe-410W, Gde E-250 quality 'B') complete all as specified. 35 Kg
53 53 Supply and fix Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified. 13 Kg
54 54 Material and labour for 75 mm thick plain cement concrete 1:3:6, type C2 using 40mm graded crushed stone aggregate as sub base in floor complete all as specified. 9 Sqm
55 55 Material and labour for PCC 1:2:4, type B-0, using 12.5 mm graded crushed stone aggregate and finished the surface even and smooth using extra cement, 25mm thick as in floors all as specified. 9 Sqm
56 56 Supply and fix 30 mm thick Second class Hardwood Plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers, supplied and fitted to chowkats complete all as specified. 1.95 Sqm
57 57 Supply and fix 30 mm thick Second class Hardwood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass, etc. sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (b); supplied and fitted to chowkats complete all as specified.\n 2.1 Sqm
58 58 Supply and fix 3 mm thick Sheet glass, ordinary quality and glazing with oil putty in square not exceeding 0.5 complete all as specified. 1 Sqm
59 59 Supply and fix 150 mm long aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified. 2 Each
60 60 Supply and fix 100 mm long aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified. 6 Each
61 61 Supply and fix 100 mm long butt hinges, medium weight, cold rolled mild steel and fixed complete all as specified. 6 Each
62 62 Supply and fix 75 mm long butt hinges, medium weight, cold rolled mild steel and fixed complete all as specified. 8 Each
63 63 Supply and fix 300 mm long aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified. 1 Each
64 64 Supply and fix 150mm size extruded aluminium alloy handles D type anodized all as specified. 4 Each
65 65 Supply and fix 100mm size extruded aluminium alloy handles D type anodized all as specified. 4 Each
66 66 Material and labour for applying two coats of colour wash over one coat of white wash on newly plastered wall surface including preparation complete all as specified. 81 Sqm
67 67 Material and labour for preparation of new wood or wood based Surfaces of any description not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer complete all as specified.\n 9 Sqm
68 68 SCH 'A' PART-II (E/M WORKS)\nSupply and fix LED Batten, 18-20 watt Industrial luminaire with polycarbonate housing. Aluminum gear tray duly prewired with inbuilt LED Modules & accessories. IP65 protection, surface mounting type including connection with 1 Sqmm copper flexible cable PVC shethed PVC insulated complete all as specified. \n 2 Each
69 69 Supply and fix LED bulk head fitting 9/10 watt with IP65 protection including connection with 1 Sqmm coper flexible cable PVC shethed PVC insulated complete all as specified. 2 Each
70 70 Supply and fix MCB SPN 16 Amps, 10KA, 240V complete all as specified. 1 Each
71 71 Supply and fix sheet metal box for housing MCB 2 way complete all as specified. 2 Each
72 72 Material and labour for point wiring with 1100 volt grade PVC insulated-unsheathed 1.5 Sq mm (FRLSH) multistranded copper conductor cable, with continuous earth wire of 1.5 Sq mm (FRLSH) multistranded copper conductor cable PVC insulated-unsheathed, drawn in & including PVC casing caping medium grade with fittings (ISI marked) not less than 20 mm dia & PVC box required for housing/ fixing switches etc complete all as specified.\nNote :- Proper colour coding of PVC insulated copper wire should be maintained as red/yellow/blue wires for phases, black wire for neutral and green wire for earth.\n\n(a) One light/fan/bell/exhaust fan point controlled by one switch. 7 Per Point
73 73 Supply and fix ENDURA LINEAR NEO 20 W Surface and wall mounted LED batten, extruded aluminium housing provided for efficient heat dissipation with polycarbonate diffuser & integrated electronic driver including necessary electric connection three core copper cable of size 75 sqmm with suitable length all as specified.\nMake:- Havells Cat No. ENDURALINEARNEOBS20WLED840SPCWH or equivalent make Surya/Bajaj/Philips. 3 Each
74 74 Supply and fix switch piano flush type single pole one way 5 Amp all as specified. 7 Each
75 75 Material and labour for ceiling rose three phase/PVC/ polycarbonate, isolated all as specified. 5 Each
76 76 Supply and fix MCB isolator DP 32 Amps, 10KA, 240V complete all as specified. 1 Each
77 77 Supply and fixing 1100 volts grade heavy duty cable PVC insulated aluminium stranded conductor of size 4 Sq mm served with inner sheathing of PVC tape and overall PVC sheathed in service connection suspended by insulating hangers not more than 1 metre apart including 4 mm suspension wire, one twin core cable flat or circular complete all as specified. 45 Rm
78 78 Material and labour house service bracket (hook type) complete with 3.0 m long GI pipe 40 mm dia medium grade two No. 90 degree bends, MS hook and stay or Guy all as specified. 1 Each
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