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Provision Of Security Wall Pcc Road Footpath And Ornamental Gate At Icgs Dahanu Under Ge I Cg Daman, DAHANU UNDER GE I CG DAMAN-Goa

Military Engineer Services-MES has published Provision Of Security Wall Pcc Road Footpath And Ornamental Gate At Icgs Dahanu Under Ge I Cg Daman. Submission Date for this Tender is 20-01-2020. Road Work Tenders in DAHANU UNDER GE I CG DAMAN Goa. Bidders can get complete Tender details and download the document.




Tender Notice

22903680
Corrigendum : Provision Of Security Wall Pcc Road Footpath And Ornamental Gate At Icgs Dahanu Under Ge I Cg Daman
Open Tender
Indian
Goa
DAHANU UNDER GE I CG DAMAN
20-01-2020

Tender Details

Provision Of Security Wall Pcc Road Footpath And Ornamental Gate At Icgs Dahanu Under Ge I Cg Daman

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 13-Jan-2020 81071 AMDTSTODATES Date 20-01-2020

Key Value

Document Fees
INR 1000 /-
EMD
INR 142500.0 /-
Tender Value
INR 78.30 Lakhs /-

BOQ Items

Name of Work: PROVISION OF SECURITY WALL, PCC ROAD, FOOTPATH & ORNAMENTAL GATE AT ICGS DAHANU
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of Sentry Box all as shown on drawing and specified 1 Each
2 2 Surface excavation n exc 15 cm deep and getting out in soft/loose soil. 1785 Sqm
3 3 Removing excavated Soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point 204 Cum
4 4 Forming embankment including raising (for lowering) earth spreading in layers n exc. 30 cm thick, watering ramming / rolling and finishing to required size, shape , n exc 1.5 mtr high from base. 315 Cum
5 5 M&L moorum/ red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelling and rammed including watering. 210 Cum
6 6 M&L for soling (or sub base) with broken boulders or quarried stone,intersterstices filled surface formed and rolled with 8 to 12 tonne power roller and consolidated to required gradient and chamber spread thickness 150 mm complete all as specified and directed. 105 TEN SQM
7 7 M&L cement concrete work pavement/hard standing of flexural strength 40 kg/ sq cm in field using 400 kg of cement per cubic meter, thickness of concrete 200 mm thick. 210 Cum
8 8 M&L Preparing Unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed. 105 TEN SQM
9 9 M&L for Hard core with broken stones or boulders of gauze n.exc 63 mm spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface etc complete all as specified and as directed. 57.75 Cum
10 10 M&L for 100 mm thick cement concrete type C2 (1:3:6) (using 40mm graded agg) as in sub base to floor complete. 385 Sqm
11 11 M & L sand cushioning, Spreading and levelling in layers n exc 25 cm thick, well ramming including watering as required all as specified and directed. 19.25 Cum
12 12 M&L for Machine pressed precast concrete interlocking paver block(glossy matt finished) any shape and size 60 mm thickness ,M-35 Grade using with grey cement & pigment complete all as specified and as directed. 350 Sqm
13 13 M&L for kerb trap stone of size 20 cm x 30 cm, dressed so that the maximum depression from a stright edge held against the dressed surface shall not exceed 6 mm for top and exposed surfaces of side and 20 mm for the rest of the surfaces jointed in cement mortar (1:6) and struck flush. 700 RM
14 14 M&L Painting lines, dashes, arrows, letters, etc.on roads, pavements and the like n exc 10cm wide with road marking paint, white or golden yellow all as specified and directed 70 10 RM
15 15 M&L preparing new surfaces of kerb stone of any description over 10 cm in width not other wise described applying two coat of synthetic enamel paint all as specified and directed. 12.55 Sqm
16 16 Excavating in trenches, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard and dense soil 349 CuM
17 17 M&L PCC (1:4:8) type D-2 using 40mm graded stone aggregate in foundation filling all as directed. 16.34 CuM
18 18 M & L for Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar (1:4), complete all as specified and directed 3.67 CuM
19 19 M & L for 15 mm thick cement plaster on PCC block masnory surface finished even and smooth without using extra cement in CM 1:6 complete all as specified and directed 21.44 SqM
20 20 M & L for preparation of newly plastered surface on walls and apply three coats of white wash complete all as specified and directed 21.44 SqM
21 21 M & L for cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate as in copings,band,plinth courses, string courses,lacing courses, parapets and railing upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs ,water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed 0.35 CuM
22 22 S & F for 450mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars 34 RM
23 23 M & L for reinforcement concrete M-20 using 20mm graded stone aggregate 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 directed 19.28 CuM
24 24 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in each layers complete 188 CuM
25 25 Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for flat and rough surfaces 52.36 SqM
26 26 M&L for RCC M - 30 design mix (20mm graded stone aggregate ) as in footing, foundation beam plinth beam, bases of columns etc complete all as specified and directed 62 Cum
27 27 M&L for RCC M - 30 design mix (20mm graded stone aggregate ) as in columns & like etc complete all as specified and directed. 38 Cum
28 28 M&L for RCC M - 30 design mix (20mm graded stone aggregate ) as in floor and roof beam etc complete all as specified and directed. 10.5 Cum
29 29 Use & waste of formwork for footings and plinth beam, square or rectangular in shape flat rough finished surface of concrete etc, complete all as specified and directed. 404 Sqm
30 30 Use & waste of form work to sides of pillars, posts, struts, piers columns and stanchions. 537 Sqm
31 31 Use & waste of form work to bands square or rectangular in shape size cross section and of any girth 70 Sqm
32 32 Removing excavated soil exc.250m but not exc 500 m and depositing where directed. 101 Cum
33 33 S&F mild steel TMT bars 10 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 0.9 mm dia or securing with clips. 7070 Kg.
34 34 All as per item No 33 above here in above but 8 mm stirrups spacers and binders. 5000 Kg.
35 35 S&F mild steel of Fe 290 Grade E-165 as in fencing post and struts with both sides, swan neck including made to shape as directed drilling holes, notching of wire etc, complete all as specified and directed. 1200 Kg.
36 36 M&L for Brick work with sub-class `B' old size bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:4 complete all as specified and directed. 70 Cum
37 37 S & F Galvanized, 2 strand, steel barbed wire 2.24 mm dia., barbed with 2 mm dia., barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvinised mild steel wire, staple or steel pins, etc complete fixing accessories all as specified and directed. 55 100 RM
38 38 M&L for prepration of new steel surface and applying two coats of synthetic enemal paint over one coat of primer complete all as specified and drected. 150 Sqm
39 39 M&L for rendering 15 mm thick in cement mortar 1:4 on other than fair face of brick work or concrete surfaces complete all as specified and directed. 1857.5 Sqm
40 40 M&L for prepration of new plastered surface of wall and applying two coat of cement base paint over one coat of primer complete all as specified and directed. 1857.5 Sqm
41 41 M&L Galvanized mild steel concertina coil with clear synthetic lacqer coating (anti rust) fixed in concrete 610 mm dia having 8 Nos of circle 25 Nos clips at a maximum spacing of 100 mm fixed as in fencing at any location etc complete all as specified and directed. 400 RM
42 42 S&F Fe - 410 W (Gde E - 250) quality - B 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 doors fittings (exclusive of steel sheetings or other covering, running rails and guiders) and hanging also fastening and fixing complete. 450 Kg
43 43 S&F Fe - 410 mild steel in flat, round or square bars in available lenths as in hold faste. 10.36 kg
44 44 M&L preparing new steel surfaces of any description over 10 cm in width or girth not other wise described applying two coat of synthetic enamel paint (ordinary tint) over one coat of red oxide primer. 12.55 Sqm
45 45 M & L TMT bars 8 mm dia , 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. 55 KG
46 46 M&L 20 mm thick Granite (of any type) work (table rubbed and polished) in pillars, 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. 7.5 Sqm
47 47 Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured electric power cables (heavy duty) 1100 volts grade with multistranded aluminium conductor of size 10 sqmm, 4 core laid in trenches/pipes/ducts/wall and making cable connections by providing cable lugs and glands complete all as specified and directed.\nMake - Finolex/ Polycab/ Havells/KEI 389 RM
48 48 Supply and fixing factory made, sheet metal enclosure, double door, 240 volts, AC,SPN, distribution board 8 way, painted with epoxy based powder coated suitable for mounting MCB DP/SPN as incomer and MCB SP/DP as out goings and complete with and including 200 Amps rated copper busbar ,neutral bar,earth bar, connecting cable links with top and bottom removable gland plate, complete with IP 43 protection, all as specified and as directed. \nMake:- L&T/ Legrand/Schneider/Havells/Siemens 1 Each
49 49 Supply and fix 2 pole MCB 16 Amps, 50 Hz, 240V capacity 10 KA, class 'C' all as specified and directed. \nMake :- Legrand/L&T/Siemens 1 Each
50 50 Supply and fix MCB single pole of capacity 6 amps, 240 volts, 10 KA, class 'C' all as specified and directed . \nMake :- Legrand/L&T/Siemens 4 Each
51 51 Material and labour for cable route indicator 15 cm dia made out of cast aluminium duly marked with size and type of cable fixed on 25x25x6mm angle iron support embedded in PCC (1:2:4) type B1 (250x250x300mm) size and painted with 2 coats of anticorrosive paint over a coat or red oxide primer all as specified and directed. 20 Each
52 52 Supply, install and testing of illumination board of size 20'x4' with 25mmx25mm square pipe box frame, base 3 mm Acp sheet fixing, letter cut from blue 304 grade stainless steel and fixing with in side LED lights and top side fix white acrylic cut sheet, letter cut from stainless steel will be fix with stud including INDIAN COAST GUARD logo shall be provided in three colour with required accessories complete all as specified and as directed. 1 Each job
53 53 M&L for Earthing complete with galvanised steel earth plate electrode 600mmX 600mmX 6.3 mm thick buried directely in ground vertically (earth pit not less than 2.25 metres deep below ground level) with top edge of the earth plate not less than 1.5 metres below ground level connected to and including galvanised steel wire of size 4 mm dia protected by GI pipe 15 mm dia light grade upto 7.5 metres or equipment which ever is less by means of GI bolts, nuts, check nuts and washers etc and providing GI watering pipe 20 mm dia medium grade, GI funnel with wire mesh including charcoal, salt packed all around the earth plate in layers and PCC earth pit chamber (1:3:6) type C1, RCC cover (1:2:4) type B1 of 50mm thick all as per electrical plate No.3 of SSR Part-I including necessary excavation/earth work in any strata, returning filling, removal of surplus soil and testing for required value complete all as specified and directed. 1 Each
54 54 Cutting of existing road, concrete/bituminous surface by using of mechanical method of any type complete all as specified and directed Note:-PCC for making good road surfaces shall be measured and paid separately) 0.5 Cum
55 55 Material and labour for PCC (1:3:6) type C2 using(40 mm graded stone aggregate ) for making good distrubed road surfaces including necessary use and waste of form work complete all as specified and directed 0.5 Cum
56 56 Supply and filling in and spreading unwashed river sand for cushioning and covering the under ground cables in trenches and punning to provide required cover complete all as specified in SSR Part-I and as directed. Note: Punned thickess i.e 18 cm shall be measured for payment purpose. 18 Cum
57 57 Supply and laying bricks burnt clay building bricks sub class 'B' for protection to cable all as specified and directed 2.6 Per 1000 No's
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