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Repairs To Drains Paths Culvert Compound Wall Fencing And Gate Plinth Protection And Hardstanding In Area Covered Under Age Br Ii Of Ge Nw Vasco 8307/E8, VASCO-Goa

Military Engineer Services-MES has published Repairs To Drains Paths Culvert Compound Wall Fencing And Gate Plinth Protection And Hardstanding In Area Covered Under Age Br Ii Of Ge Nw Vasco 8307/E8. Submission Date for this Tender is 28-01-2021. Drainage Tenders in VASCO Goa. Bidders can get complete Tender details and download the document.




Tender Notice

26593157
Corrigendum : Repairs To Drains Paths Culvert Compound Wall Fencing And Gate Plinth Protection And Hardstanding In Area Covered Under Age Br Ii Of Ge Nw Vasco 8307/E8
Open Tender
Indian
Goa
VASCO
28-01-2021

Tender Details

Repairs To Drains Paths Culvert Compound Wall Fencing And Gate Plinth Protection And Hardstanding In Area Covered Under Age Br Ii Of Ge Nw Vasco 8307/E8

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Jan-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 28-01-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 40000.0 /-
Tender Value
INR 20 Lakhs /-

BOQ Items

NAME OF WORK : REPAIRS TO DRAINS, PATHS, CULVERT, COMPOUND WALL, FENCING AND GATE, PLINTH PROTECTION AND HARDSTANDING IN AREA COVERED UNDER AGE B/R – II OF GE (NW) VASCO.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings.\n 43 Sqm
2 2 Dismantling iron or mild steel work of any description not otherwise provided for. 2.8 Qtl
3 3 M & L for Pre- painted galvatume aluminum zinc coating GI based corrugated 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 as specified. 50 Sqm
4 4 M & L for Pre- painted galvatume aluminum 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 as specified. 6 Sqm
5 5 S&F of MS plates (plain or chequered) channels, square cut or notched with revited, bottle or welded attachement etc complete (Fe 410-W(Gde E-250) quality A). 50 Kg
6 6 Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level) including chequered tiles etc complete. 19 Cum
7 7 Demolition of brick/ block or laterite stone masonry in cement mortar incl coping etc. 50 Cum
8 8 M&L for PCC (1:2:4) type B1 using 20mm graded aggregate, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed 8 Cum
9 9 M & L for Pre - cast cement concrete block masonry with solid blocks of Grade C-5.0 (using 20mm graded stone aggregate) exc. 10 cm in width wall built in cement mortar 1:6 all as specified and as directed. 50 Cum
10 10 M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:6 to be finished even and smooth (without using extra cement). 800 Sqm
11 11 Removal of demolished building materials etc exc 1.00 Km and n.exc 1.50 Km and depositing where directed. 11 Per Load
12 12 M&L preparing new plastered surfaces of wall and applying three coats of white wash to match with existing surface 800 Sqm
13 13 M&L PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in fdn, filling and mass concrete 35 Cum
14 14 M&L for hardcore (broken stone or boulders) of gauge n exc 63mm deposited, spread and levelled in layers n exc 15cm thickness watered and rammed to a true surface 35 Cum
15 15 M&L for PCC (1:3:6) type C1 using 20mm graded aggregate as in hard standing 100mm thick with necessary form work etc complete. 200 Sqm
16 16 M&L for PCC (1:2:4) type B1 using 20mm graded aggregate as finishing coat 20mm thick finished even and smooth without using extra cement etc complete. 150 Sqm
17 17 Forming construction joints 30mm deep x 10mm wide filled with sealing compound of grade 'B'. 8 10RM
18 18 Forming contraction (Dummy) joints 50mm deep x 10mm wide filled with sealing compound of grade 'B'. 18 10RM
19 19 Finishing surface of concrete by brooming while concrete is green. 20 10 Sqm
20 20 M&L laying sand for cushion bed including spreading levelling in layers n.exc 25 cm thick,watering and consolidations for Paver blocks all as specified and as directed. 5 Cum
21 21 M&L for laying rubber moulded machine pressed precast conctete interlocking coloured paver blocks of any shape and size confirming to IS 15658-2006 of 60 mm thickness with gray cement and cement M-35 Grade 220 Sqm
22 22 Dismantling stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar. 22 Per 10 Sqm
23 23 M&L 75mm thick cement concrete 1:3:6 type C1 using 20mm graded stone aggregate, as in plinth protection finished even and smooth without using extra cement. 250 Sqm
24 24 M&L coloured chequered concrete tiles 22 - 25mm thick set and jointed in coloured cement as in floors/pavings with gray cement and no pigment. 250 Sqm
25 25 Screed bed or bedding layer of cement mortar 1:6, 15mm thick for laying floor tiles. 250 Sqm
26 26 Dismantling floor, hearth or wall tiling incl cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises. 250 Sqm
27 27 Demolition of existing cement concrete (reinforced) of any type and in any position not otherwise specifically provided for all as directed. 6 Cum
28 28 Mild steel TMT bars 10mm dia and over, cut to length, bent to shape requred, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (and welded to existing reinforcement of any description and any position of RCC structure after binding with mld steel wire annealed n less than 0.9 mm dia s an addl bar complete all directed) (annealed) not less than 0.9mm dia or securing with clips complete all as specified. (also bent to shape reqd and welded to existing reinforcement of any description and any position of RCC structure 500 Kg
29 29 Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 5cm but n exc 10cm wide for fair finished surface 20 RM
30 30 M&L for precast cement concrete (1:2:4) type B1, using (20mm graded stone aggregate) as in cover slab for manholes, etc set in CM (1:6) including necessary use and waste of formwork complete all as specified and directed. 6 Cum
31 31 Dismantling posts or strusts (steel) any section, embedded in concrete, brickwork masnory etc., including taking out embedded portion and making good the disturbed ground complete all as specified and as directed. 250 RM
32 32 Dismantling fencing wire mesh any type 800 Sqm
33 33 Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc. 200 SM
34 34 Excavating in post holes (or similar holes) each n.exc 0.5 cum, getting out returning filling in and ramming earth or broken rubble mixing with earth around, in layers n.exc 25 cm, watering and removing surplus soil to a distance n.exc 50m and making good surface in soft/disintegrated rock. 50 Each
35 35 Plain cement concrete (1:3:6), type C-2 using 40mm graded stone aggregate as in surface channels and drains complete all as specified and directed. 7 Cum
36 36 S&F mild steel work as in posts and struts in fencing including cutting tops to shaps as directed, drilling holes, notching for wire etc, embedded in concrete/mosonry complete duly tar painted and sanded the embedded portion of angle iron including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 all as specified and as directed. 800 Kg
37 37 Suppy MS Galvanised Chain link fencing including line wires any mesh, size and type to any type of standards, rails, straining blots etc, including provn of binding wire. \n 440 Kg
38 38 Fixing only chain link fencing including line wire, any mesh, size and type to any type of standards, rails, straining bolts, etc including provn of binding wire 200 Sqm
39 39 S&F GI flat 40 X 6mm as in fillets for securing chain link fencing including cutting, drilling holes etc. 200 Kg
40 40 S&F GI round bars of any dia and over cut to length, bent to shape required, including cranking, bending etc all as directed by Engineer-in-Charge at site. 200 Kg
41 41 Supply and fix in repairs Galvanised, 2 strand, steel barbed wire 2.24mm 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 galvanized mild steel wire, staples or steel pins etc, all as specified and as directed by Engineer- in Charge.\nNote : Each line of wire will be measured. 40 100 RM
42 42 Restraining and resecuring including making good staples etc in galvanised barbed wire fencing 10 100 RM
43 43 M&L Preparing new steel surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of Red oxide, zinc chrome primer complete. 200 Sqm
44 44 M&L painting to old steel surfaces over of 10 cm width or girth and applying one coats of synthetic enamel paint over one coat of primer etc complete including preparation of surfaces. 300 Sqm
45 45 M&L Providing pre cast cement concrete in PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in coping including chamfers, weathering, throating etc and setting in mortar 1:4 complete all as specified and as directed by Engineer- in Charge. 2 Cum
46 46 S&F 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 and fixing complete all as specified and as directed by Engineer- in Charge.. 700 Kg
47 47 Extra for forming fair finished drain or channel 30cm inner girth in cement concrete new surface using extra cement, including forms moulds, mitred/stop ends etc. 200 RM
48 48 Demolition of cement concrete (reinforced) in ground floors and pavings .exc 15cm thickness (below or above ground level) 6 Cum
49 49 M &L RCC 1:2:4 , Type B1 (using 20 mm graded agg) Nominal Mix in Columns, pillars, piers, posts and struts 4 Cum
50 50 M &L RCC 1:2:4, Type B1 (using 20 mm graded agg) Nominal Mix in Foundations, including rafts, footings, foundation beams; plinth beams; bases forcolumns, etc.; basement slabs,under-reamed piles and mass concrete 2 Cum
51 51 Mild steel TMT bars from 5mm dia and over upto andincluding 10mm dia in stirrups, spacers and binders and binding with and including mild steel wire (annealed) (welded to existing reinf of any descripton)not less than 0.9mm dia or securing with clips complete all as specified.(also for providing extra reinforcement to any structrual member in any position as a stirrup and binder) 180 Kg
52 52 M&L Formwork to sides of pillars,posts, struts, piers, columns and stanchions complete all as specified. (Square fair finish) 15 Sqm
53 53 M&L form work for side of foundation and plinth bearm and similar work. 30 Sqm
54 54 M&L Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running railsand guides for sliding doors; fixed with angle cleats or otherconnecting plates 340 Kg
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