Military Engineer Services-MES has published Provision Of Pol Store, Shed, Iron Grill/Gate And Approach Path With Paver Block At Afs Dinjan Under Ge (Af) Mohanbari (3Nd Call) Provision Of Pol Store, Shed, Iron Grill/Gate And Approach Path With Paver Block At Afs Dinjan Under Ge (Af) Mohanbari (3Nd C. Submission Date for this Tender is 02-02-2022. Road Work Tenders in mohanbari Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 26-Jan-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 02-02-2022 |
| Sl. No. | Item Description |
| 1 | Material and labour plain cement concrete type B-1 (1:2:4) using 20 mm graded crushed stone aggregate as in coping, junction of brick edging and brick lining for drains, benching etc including necessary form work complete all as specified and directed by Engineer-in-charge. |
| 2 | Excavating in post holes in soft/ loose soil ( or similar holes) each n exc 0.5 cu.m. getting out, returning,filling in and ramming earth or broken rubble mixed with earth around , in layer not exceeding 25 cm, watering and removing surplus soil to a distance n.exc 50 M complete all as specified and directed by Engineer-in-charge. |
| 3 | Material and labour for plain cement concrete 1:3:6 type C2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed by Engineer-in-charge. |
| 4 | Material and labour for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in hold fast block, filling in pressed steel chowkats including necessary form work etc complete all as specified and directed by Engineer-in-charge. |
| 5 | Cutting holes into or through brick walls built in cement mortar, area exceeding 150 sqcm but not exceeding 400 sqcm and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required. complete all as specified and directed by Engineer-in-charge. |
| 6 | Material and labour rolled mild steel in rolled sections as in main and cross beams, hip and jack rafters ; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to Fe-410-W ( Grade-E-250) quality A. complete all as specified and directed by Engineer-in-charge. |
| 7 | Supply and fixing framed work such as grills , gratings, etc., with ends of bars shouldered and/ or riveted, or forged in to spikes; framed guard bars ; barred iron doors; ladders; framed balusters ; walk ways ; railings; frame work of water tanks and similar work conforming to Fe-290-Gde E-165 complete all as specified and directed by Engineer-in-charge. |
| 8 | Material and labour for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of fire resistant paint (1st quality) over one coat of red oxide Zinc chromeprimerincluding cleaning, stopping and rubbing down and removingalldrops etc. complete all as specified and directed by Engineer-in-charge. |
| 9 | Material and labour for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint (1st quality) over one coat of red oxide Zinc chromeprimerincluding cleaning, stopping and rubbing down and removingalldrops etc. complete all as specified and directed by Engineer-in-charge. |
| 10 | Supply and fixedPre-painted galvalume aluminium zinc coating GI based corrugatedsteel 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 complete all as specified and directed by Engineer-in-charge. |
| 11 | Supply and fixedPre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-charge. |
| 12 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundations etc. or for shafts, well cess pits, manholes,pier holes, taking out / laying of underground cable, pole ,pipe, stay etc. but not exceeding 10 sqm on plangetting out in soft/loose soil including making good to the disturbed surface such as hardstanding, foothpath / pavement complete all as specified and directed by Engineer-in-charge. |
| 13 | Returning ,filling in , including spreading , levelling , watering and well ramming in layer not exceeding 25 cm thick in soft/ loose soil complete all as specified and directed by Engineer-in-charge. |
| 14 | Removal of surplus soil not exc 50m and depositing where directed at a level n. exc 1.5 m above the starting point. complete all as specified and directed by Engineer-in-charge. |
| 15 | Supply and spreading dry coarse sand in trenches for protection of underground electric cable, spread in uniform 23 cm thickness and punned down gently to 18 cm complete all as specified and directed by Engineer-in-charge. (Note: Punned thickness shall be measured and paid.) |
| 16 | Material and labour for well burnt bricks having crushing strength 75 kg/sqcm best quality locally available laid flat, dry in trenches for cable protection complete all as specified and directed by Engineer-in-charge. |
| 17 | M&L plain cement concrete 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in foundations/mass concrete complete all as specified and directed by Engineer-in-charge. |
| 18 | Material and labour Reinforced Cement Concrete, M-25 (Design mix), as in footing, plinth beams and columns below GL and like complete all as specified and directed by Engineer-in-charge. |
| 19 | Material and labour Reinforced Cement Concrete, M-25 (Design mix), as column above GL and like complete all as specified and directed by Engineer-in-charge. |
| 20 | Material and labour damp proof course to horizontal or vertical surfaces inluding necessary formwork, 40 mm thick, in cement concrete 1:2:4 type B0 complete all as specified and directed by Engineer-in-charge. |
| 21 | Form work 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) of rough finished surfaces of concrete flat complete all as specified and directed by Engineer-in-charge. |
| 22 | Form work to sides of pillars, posts, struts, piers, columns and stanchions of rough finished surfaces of concrete square rectangular or polygonal complete all as specified and directed by Engineer-in-charge. |
| 23 | M&L high strength deformed TMTsteel bars, as in reinforcement, 10 mm dia and over, cut to length, bent to shape required, including cranking, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia. or securing with clipscomplete all as specified and directed by Engineer-in-charge. |
| 24 | M&L high strength deformed TMTsteel bars, as in in stirrups, spacers and binders, 5mm dia and over upto and including 10mm dia, cut to length, bent to shape required, including cranking, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia. or securing with clips. complete all as specified and directed by Engineer-in-charge. |
| 25 | Material and labour for Brickwork with sub class "B" Bricks,locally available best quality, having compressive strength 75Kg/sqcm, straight or curved on plan exceeding 6 m mean radius inbuilt in cement and sand mortar 1:6 complete all as specified and directed by Engineer-in-charge. |
| 26 | M&L for broken stone as Hard core of gauge n exc. 63 mm , deposited , spread and levelled in layer n exc. 150 mm thick, watered and rammed to a true surface. complete all as specified and directed by Engineer-in-charge. |
| 27 | M&L plain cement concrete 1:4:8 type D2 using 75 mm thick (using 40mm graded stone aggregate) as in sub base of floor finished even and rough to receive floor finishes. complete all as specified and directed by Engineer-in-charge. |
| 28 | M&L plain cement concrete 1:4:8 type D2 using 100 mm thick (using 40mm graded stone aggregate) as in sub base of floor finished even and rough to receive floor finishes. complete all as specified and directed by Engineer-in-charge. |
| 29 | Material and labour for plain cement concrete type B-1 (1:2:4), using 20 mm graded crushed stone aggregate, 40 mm thick, as in hardstanding finished even and smooth without using extra cementcomplete all as specified and directed by Engineer-in-charge. |
| 30 | Supplying Glass dividing strips , 3 mm thick 38 mm wide and inserting in position to conform to designandcomplete all as specified and directed by Engineer-in-charge. |
| 31 | Material and labour for Plain cement concrete type C2 (1:3:6), using 40 mm graded crushed stone aggregate,75 mm thick , as in path / plinth protection / pavingfinished even and smooth without using extra cementcomplete all as specified and directed by Engineer-in-charge. |
| 32 | Material and labour for 60 mm thick Pressed precast interlocking paver block of any size and shape as approved , conforming to IS-15658 (2006), M-35 grade, laid dry on sand (not less than 50 mm thick) interstices filled in floors/ pathway complete all as specified and directed by Engineer-in-charge.( Note: Sand cushion shall not be measured and paid separately). |
| 33 | Material and Labour for rendering 15 mm thick on fair faces of brick or concrete surfaces finishing surfaces even and smooth without using extra cement in Cement mortar 1:6complete all as specified and directed by Engineer-in-charge. |
| 34 | Material and labour for preparation of newly plasteredor un-decorated surfaces of walls and applying two coats of cement base paint, white or tinted over one coat of chalk whitingof walls including washing floors, etc.of drops and splashes complete all as specified and directed by Engineer-in-charge. |
| 35 | Material and labour for rendering 15 mm thick on other than fair faces of brick work or concrete surfaces, in cement and sand mortar 1:4, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge. |
| 36 | Material and labour for rendering 15 mm thick onfair faces of brick work or concrete surfaces, in cement and sand mortar 1:4, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge. |
| 37 | Material and labour for preparation of newly plastered surfaces of walls and applying two or more coats of 100% premium acrylic emulsion paint (camouflage pattern) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (Company depot tinted) with silicon additives @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 0.9 litre / 10 sqm complete all as specified and directed by Engineer-in-charge.Note for Item Nos. 1 to 4:- The work is for maintenance of various assets.Demand for works will be given to contractor as per requirement throughout the contract period. The Items may required to be done in patches also.Contractor shall have no extra claim on this account. |
| 38 | Supply, fabricating and fixed rolled mild steel in framed work as in doors or gates of angle or other section with gusset plates, rails, braces,etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc., to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening .grade Fe-410-W ( Gde-E-250) quality-A. complete all as specified and directed by Engineer-in-charge. |
| 39 | Supply and fixing 1.25 mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws , clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with rivetted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed by Engineer-in-charge. |
| 40 | Material and labour flame proof point wiring for light point/ fan point, one light/fan point controlled by one, one wayswitch using1.5 sqmm nominal cross sectional areamultistrandedcopper conductor, PVC insulated unsheathedFRLS (Fire Retardant Low Smoke) cables, 1100 volts grade single core in and including 20 mm dia or higher size stove enamelled concealed steel conduits and fittings of medium grade and terminated in PVC moulded box duly earthed with 1.5 sqmm nominal cross sectioanl area multistranded copper conductorPVC insulated unsheathed FRLS (Fire Retardant Low Smoke) earth wire,1100 volts grade single coreand connecting to earth dolly andbrass screws, washers etc. complete all as specified and directed by Engineer-in-charge. |
| 41 | Supply and fixing switch flame proof rotary type with termination box in LM6, 16 A, single pole, 250 volts complete all as specified and directed by Engineer-in-charge. |
| 42 | Supply and fixing epoxy powder coated sheet metal enclosure for DBs, double door(when MCBs to be used), Single pole and neutral 240 V, 2 ways with mounting fitted with bus bar, DIN channel , neutral link and incoming contact complete all as specified and directed by Engineer-in-charge. |
| 43 | Supply and fixing MCB SPN, 16 Amps,"C" series 10kA, 240 Volts and to be housed in DBscomplete including necessry connectioncomplete all as specified and directed by Engineer-in-charge. (Note :- Proper and suitable size cable lugs to be fixed with MCB are included in unit rate of each MCB of any rating). |
| 44 | Supply and fixing LED light fitting 1x16 Watt flame proof, CMRI certified recommended for gas/ vapor group of IIA & IIIB, Zone 1 & 2 and IP 65 protection with die cast aluminum housing with heat resistant toughened glass with LED tube rod, light fixtures, driver, holders, connector etc. Complete with all accessories prewired and including connecting up with three core flexible copper conductor cable of suitable size. complete all as specified and directed by Engineer-in-charge. |
| 45 | Supply, fixing/laying, testing, connecting and commissioning of LT under ground cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured electric power cable (Heavy duty) with multistranded aluminium conductor 1100 volts grade, cross sectional area 10 Sqmm 2 core laid in trench /poles/on wall/floor in ducts etc including cable glands, lugs and suitable size of MS saddle clips (where ever cable laid in ceiling / walls without cable duct) as required at site complete all as specified and directed by Engineer-in-charge. (Note: 1. Excavation, earth work, sand cushioning and protection brick shall be measured and paid separately under appropriate items) |
| 46 | Material and labour laying well burnt old sizebricks, straight or curved on plan , laid flat with width equal to length of brick , laid dry over electric cable for protection all as specified. |
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