Military Engineer Services-MES has published Provisioning Of Protective Work Near Admin Building ( Bldg No . P-181 ) , Provision Of Weld Mesh Anti Climb Security Fencing And Addition / Alteration To Bldg No . P-181 And Pratigya Sthal At Ins Karna. Submission Date for this Tender is 05-06-2021. Building Work Tenders in Garrison Engineer P Navy Kalinga Visakhapatnam Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 20-May-2021 | CORRIGENDUM | Other | 29-05-2021 |
| 2 | 29-May-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 05-06-2021 |
| 3 | 29-May-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 05-06-2021 |
| Name of Work : PROVISIONING OF PROTECTIVE WORK NEAR ADMIN BUILDING (BLDG NO. P-181), PROVISION OF WELD MESH ANTI CLIMB SECURITY FENCING AND ADDITION / ALTERATION TO BLDG NO. P-181 AND PRATIGYA STHAL AT INS KARNA | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Demolition of un-reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed | 6.83 | Cum | |
| 2 | 2 | Dismantling mild steel work of any description not otherwise provided for and removing materials from site of work complete all as directed. | 3.96 | Qntl | |
| 3 | 3 | Demolition of Brick work or stone boulders masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facing dressed stone work and precast concrete articles complete all as specified and as directed | 8.77 | Cum | |
| 4 | 4 | Use and waste of form work to sides and bottom of lintel beams and roof beams, finished fair surfaces of concrete complete all as specified and as directed. | 36 | Sqm | |
| 5 | 5 | Use and waste of form work to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sided and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished flat surface of concrete completed all as specified and as directed. | 60.48 | Sqm | |
| 6 | 6 | M & L Plain cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and as directed. | 2.6 | Cum | |
| 7 | 7 | M & L Reinforced Cement Concrete type A-1, 1:1.5:3 (20mm graded stone agg) as in lintel beam, roof beam and the like complete all as specified and as directed. | 5.5 | Cum | |
| 8 | 8 | M & L providing cement concrete type B-1, 1:2:4 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills and other similar bands, plinth courses, string courses, lacing courses, parapets, and railings upto 60 cm in height bed plates and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed. | 11.62 | Cum | |
| 9 | 9 | S & F galvanised 2 strand steel barbed wire (galvanised Class 3) 4 mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staples or steel pins etc complete all as specified and as directed.\n(Note: Each line wire to be measured) | 9 | 100 RM | |
| 10 | 10 | M&L TMT bars 10mm dia and over, as reinforcement. cut to length, bent to shape required including cranking bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified. | 938 | Kg | |
| 11 | 11 | M&L Brick work with fly ash bricks straight or curved on plan exc 6.0 mtr mean radius built in cement mortar (1:6) complete all as specified and as directed | 68 | Cum | |
| 12 | 12 | S&F mild steel Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for blausters running bars, for doors, balusters, noising to steps including embedding in concrete and screwing etc. wind ties for roof incl securing bolts, posts and struts in fencing incl cutting tops to shape as directed, drilling holes, notching for wire, etc., flat iron fillets (for securing wire mesh) incl all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Grade E-165 complete all as specified and as directed. | 450 | Kg | |
| 13 | 13 | M & L rendering 10mm thick on fair surfaces of brick wall or concrete surface in cement mortar 1:4 finished even and fair without using extra cement complete all as specified and as directed. | 430 | Sqm | |
| 14 | 14 | M&L applying two coats of weather shield exterior emulsion paints over a coat of primer including preparation of new external wall surfaces complete all as specified and as directed. | 450 | Sqm | |
| 15 | 15 | M & L applying two coats of synthetic enamel paint over a coat of red oxide Zinc chromate primer including preparation of new steel surfaces over 10cm width or girth complete all as specified and as directed. | 42.3 | Sqm | |
| 16 | 16 | M&L for Dholpur stone with hammer dressed facework (with maximum depression from a straight edge held against the dressed surface not exc 20mm), about 40mm high, 75mm deep in straight courses, laid and jointed in cement and stone dust mortar 1:3, recess pointed (10mm x 20mm) with an admixture of white cement and Dholpur stone dust 1:1 complete all as specified and as directed\n | 38.4 | Sqm | |
| 17 | 17 | M&L for earth filling in floors or pavings, using surplus earth from excavation, laid in layers n exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. | 6.31 | Cum | |
| 18 | 18 | M & L 75 mm thick PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base/ floor, complete all as specified and directed. | 36 | Sqm | |
| 19 | 19 | M & L 25 mm thick cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in sub base of floors complete all as specified and as directed. | 128.7 | Sqm | |
| 20 | 20 | M&L for 20mm thick granite (of any type) work table rubbed and polished in floor set in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including polishing and grinding over and including 20 mm thick screed bed in CM (1:4) complete all as specified. | 151 | Sqm | |
| 21 | 21 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed. | 54 | Sqm | |
| 22 | 22 | Removing excavated soil from site to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre from the starting point complete all as specified. | 27.3 | Cum | |
| 23 | 23 | Excavation in trenches n. exc 1.5 mtr wide and n. exc 1.5 mtr in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes etc. n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil complete all as specified and as directed. | 34.19 | Cum | |
| 24 | 24 | M & L Plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete, bed etc complete all as specified and as directed. | 7.14 | Cum | |
| 25 | 25 | M & L hardcore of broken stone or boulders of gauge n.exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface, complete all as specified and directed. | 5.4 | Cum | |
| 26 | 26 | M&L 75mm thick PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in sub base complete all as specified and as directed. | 54 | Sqm | |
| 27 | 27 | M & L designer chequered cement concrete tiles rubber moulded 30 cm x 30cm x 25 cm thick with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors including 25mm thick screed bed or bedding layer of CM (1:4) complete all as specified and as directed | 129 | Sqm | |
| 28 | 28 | M&L for Providing precast cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar 1:4 complete with joints to match the surface complete all as specified and as directed. | 0.85 | Cum | |
| 29 | 29 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc 25 cm thick in soft /loose soil complete all as specified and as directed. | 66.11 | Cum | |
| 30 | 30 | S&F weld mesh fencing with mess size 76.2 mm (+/- 3 mm) x 12.7 mm (+/- 2 mm) (W x H) consisting of fence post, omega clamp with profile cover plate, corner clamp with cody clamp, mush room head bolts with security nuts and washers , IP binder, anchor rod, tie wire, straining Y arm, , accessories for straining Y arm, powder coating, eye bolt for straining Y arm, intermediate Y arm, fitting accessories for intermediate Y arm, Concertina coil, razor tape PTCC 1050 mm dia/ 56 loops/ 2.50 mm core wire, high tensile barbed wire 2.50 mm core wire, Hog ring complete all as specified and as directed by the Engr-in-Charge.\n(Note: Cost of S&F, erection of barbed wire, concertina coil is deemed to be included in the quoted rate)\n | 143 | RM | |
| 31 | 31 | Demolition of cement concrete (unreinforced) in ground floor and pavings n.exc 15cm thickness (below or above ground level) complete all as specified and as directed | 2.32 | Cum | |
| 32 | 32 | Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish of the premises complete all as specified and as directed. | 213 | Sqm | |
| 33 | 33 | M & L reinforced cement concrete M-30 (Design Mix Concrete) using 20mm graded aggregate as in columns and pillars complete all as specified and as directed.\n | 1.44 | Cum | |
| 34 | 34 | M & L reinforced cement concrete M-30 (Design Mix Concrete) using 20mm graded aggregate as in slab supported on walls and the like complete all as specified and as directed.\n | 3.78 | Cum | |
| 35 | 35 | Use and waste of form work to sides of columns, pillars, posts, struts and piers etc finished fair surfaces of concrete complete all as specified. | 15 | Sqm | |
| 36 | 36 | Use and waste of formwork to soffits of suspended slab such as roof slabs floor slab, landing and similar work not exceeding 200mm thick (Horizontal or sloping) in flat fair finished surface at concrete complete all as specified and as directed. | 65 | Sqm | |
| 37 | 37 | M&L for 20mm thick granite (of any type) work table rubbed and polished in skirting/ dado and like set in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including grinding and polishing over and including 10 mm thick backing coat in CM (1:4) complete all as specified complete all as specified. | 63 | Sqm | |
| 38 | 38 | S&F stainless steel handrails, fabricated tom required design, using 304L stainless steel pipe of 50 mm dia, welded to 25 mm dia stainless steel pipe balusters @ 300 mm C/C and fittings, including welding and polishing and fixed with necessary stainless steel plates, canopies, screws etc complete all as specified. | 130 | Kg | |
| 39 | 39 | Roughening surfaces of old concrete floor surfaces by picking, sweeping clean and washing down with water to remove dust etc complete all as specified and as directed. | 75 | Sqm | |
| 40 | 40 | M & L for exterior wall cladding tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.11 sqm but not exc 0.18 (Ist quality) as in skirting/ vertical surfaces set and jointed in neat cement slurry and pointed in coloured cement to match the surface over and including 10mm thick backing coat in CM 1:4 finished even and rough complete all as specified and as directed. | 35 | Sqm | |
| 41 | 41 | S&F brass plate (3 mm thick) with letter engraving, polished and coated with marine weather resistant coating including fixing screws (marine resistant) complete all as specified and as directed.\n(Note : letters will be measured and paid separately under relevant items)\n | 1.5 | Sqm | |
| 42 | 42 | M&L for letters (not more than 40 mm) height erected in brass plate mentioned above complete all as specified and as directed. | 500 | Nos | |
| 43 | 43 | S&F of stainless steel (marine environment resistant grade) in the form of letters (exc 15 mm and not exc 30 mm height) including SS fixing screws complete all as specified and as directed. | 20 | Nos | |
| 44 | 44 | Supply and fixing outdoor integral post top lantern luminaries 45 watt LED, IP 65 protection , incl three core twisted copper conductor flexible wire from busbar to connector all as specified and as directed.\nMake : CG Cat Part No. LPTOI-45-CDL or equivalent as approved by GE | 2 | Each | |
| 45 | 45 | Supply and fixing outdoor integral post top lantern luminaries 40 watt LED , IP 65 protection , incl three core twisted copper conductor flexible wire from busbar to connector all as specified and as directed.\nMake : CG Cat Part No. LPTO-40-CDL or equivalent as approved by GE | 2 | Each | |
| 46 | 46 | Supply and fixing outdoor integral LED Bollard decorative mushroom shape luminaire 9 watt warm white with IP 65 protection incl PCC 1:2:4 TYPE B2 foundation of garden light ,copper conductor flexible wire from busbar to connector all as specified and as directed.\nMake : Bajaj cat no. BLBMC 9W WW LED or equivalent as approved by GE | 40 | Each | |
| 47 | 47 | Supply, fixing and cable junction boxes of size 155mm x 210mm x 92mm IP 66 for cable entry, comprising of SPN aluminium bus bar of capacity 16 Amp 230 Volt fixed , making holes on strips for connecting cables and fixed to garden light pole with and including MS clamp of size 25mmx5mm incl nut ,bolt, washer and including prvn of MCB SP 6 A, C curve 10kA breaking capacity -1no with mounting rail all as specified and as directed. | 30 | Each | |
| 48 | 48 | Material and Labour for drawing two runs of PVC insulated unsheathed single core multi stranded copper conductor FRLS cable of size 2.50 sq mm with one run of PVC insulated unsheathed single core multi stranded copper conductor FRLS cable of size 2.50 sq mm including 20mm dia PVC conduit inclusive of all tees, bends, elbow, reducers etc and fixing accessories such as couples, lock nuts, saddles, pipe hooks, clamps etc complete all as specified | 90 | Rm | |
| 49 | 49 | Material and labour for XLPE insulated GI wire/strip armoured electric power cable (Heavy duty) ISI marked with stranded aluminium conductor 1100 volts grade, cross sectional area 6 Sqmm 2 core laid in trench /poles/on wall complete all as specified and as directed. | 420 | Rm | |
| 50 | 50 | Excavation in trenches n. exc. 1.5m wide and n. exc. 1.5m depth and getting out soft/loose soil for laying of under ground cable complete all as specified and as directed by the Engineer-in-Charge. | 54 | Cum | |
| 51 | 51 | M&L for sand cushioning for protection of under ground cable including watering and consolidation complete all as specified and directed. | 16 | Cum | |
| 52 | 52 | Material and labour for well burnt bricks, Sub class 'B' bricks of size 230 x 115 x 75 mm best quality locally available laid flat, dry in trenches for cable protection complete all as specified and as directed. | 3400 | Each | |
| 53 | 53 | M&L for boring of holes under road, pavement hard standing by trenchless technology using ultrasound technology & necessary machine including provision of HDPE pipe upto 150 mm dia suitable for 0.4 MPa working pressure complete all as specified and as directed. | 10 | RM | |
| 54 | 54 | M&L for galvanized iron tubing 25mm bore light grade with all fittings for protection of FRLS cable, laid in trenches/wall/floor including necessary clamps, bolt/nut complete all as specified and as directed. \nNote: Earth work excavation will be measured and paid separately. | 10 | RM |
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