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Provision Of Parking Shed And Road Furniture Along The Footpath From Kv No1 To Ad Bldg And External Whitewash Of School Bldg And Boundary Walls Kv No1 And Spl Repairs To Sewage Line Of Block B Acharya Niwas At New Navy Nagar Under Age Bri Of Ge Nw Navy N, GE (NW) Navy Nagar, Colaba, Mumbai-Maharashtra

Military Engineer Services-MES has published Provision Of Parking Shed And Road Furniture Along The Footpath From Kv No1 To Ad Bldg And External Whitewash Of School Bldg And Boundary Walls Kv No1 And Spl Repairs To Sewage Line Of Block B Acharya Niwas At New Navy Nagar Under Age Bri Of Ge Nw Navy N. Submission Date for this Tender is 22-03-2021. Road furniture Tenders in GE (NW) Navy Nagar, Colaba, Mumbai Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

27113657
Corrigendum : Provision Of Parking Shed And Road Furniture Along The Footpath From Kv No1 To Ad Bldg And External Whitewash Of School Bldg And Boundary Walls Kv No1 And Spl Repairs To Sewage Line Of Block B Acharya Niwas At New Navy Nagar Under Age Bri Of Ge Nw Navy N
National Competitive Bid
Indian
Maharashtra
GE (NW) Navy Nagar, Colaba, Mumbai
22-03-2021

Tender Details

ProvISIOn Of Parking Shed And Road Furniture Along The Footpath From Kv No1 To Ad Bldg And External Whitewash Of School Bldg And Boundary Walls Kv No1 And Spl Repairs To Sewage Line Of Block B Acharya Niwas At New Navy Nagar Under Age Bri Of Ge Nw Navy N

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Mar-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 22-03-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 88000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work : PROVN OF PARKING SHED AND ROAD FURNITURE ALONG THE FOOTPATH FROM KV NO-1 TO AD BLDG AND EXTERNAL WHITEWASH OF SCHOOL BLDG AND BOUNDARY WALLS KV NO-1 AND SPL REPAIRS TO SEWAGE LINE OF BLOCK ‘B’, ACHARYA NIWAS AT NEW NAVY NAGAR UNDER AGE B/R-I OF GE (NW) NAVY NAGAR, COLABA, MUMBAI
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavating in post hole or similar hole each n.exc. 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc. 25 cm, watering and removing surplus soil to a distance not exc. 50 mtr and making good surface in hard / dense soil complete all as specified and as directed by Engg-in-Charge. 127 Each
2 2 M & L PCC 1:3:6 type C-2 (using 40mm graded stone aggregate ), as in foundation, filling & mass concrete, rough finished comlete all as specified and as directed by Engg-in-Charge. 2.5 Cum
3 3 M&L mild steel work as in vertical posts fixed independantly embedded into concrete complete all as specified and as directed 2190 Kg
4 4 M&L for rolled mild steel work as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc confirming to Fe- 290 Gde 165 8194 Kg
5 5 S & F Pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified. 260 Sqm
6 6 M&L two coats of synthetic enamel paint over one coat of red oxide primer on new steel surface after necessary preparation of surface over 10 cm in width or girth complete 303 Sqm
7 7 S&F FI as in wind tie for roof including securing bolts and all necessary drilling bolting or riveting etc and similar works confirming to Fe 410-o or FE-310-o 125 Kg
8 8 M & L Surface dressing n exc 15 cm deep in hard /dense soil all as specified and directed. 120 Sqm
9 9 Excavating in trenches, n exc 1.5 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/dense soil 83 Cum
10 10 M & L broken stone & boulders hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface 11 Cum
11 11 M & L Cement concrete type C-2 , 1:3:6 (40mm graded stone aggregate) 75 mm thick in flooring, all as speciifed and directed 110 Sqm
12 12 M&L brick work with subclass B brick (old size) straight or curved on plan exc. 6m mean radius , built in cement mortar 1:6 all as specified . 23.5 Cum
13 13 M&L coloured glazed cement concrete tiles 300 x 300 x 25 mm thick, machine pressed , glossy finish (reflective type), any design (as approved by GE); set jointed and pointed in neat cement slurry over and including 20 mm thick cement screed in cm 1:6 complete (Note : Cost for 20 mm thick cement screed is inclussive in the rate. No separate payment to be made.) 679 Sqm
14 14 M&L for Machine pressed precast coloured glazed concrete interlocking paver block with grey cement & pigment, glossy finish (reflective type) any shape and size (as approved by GE) confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, as in pavements to required level & gradients, set, jointed with clean dry sand and sealing the ends using PCC 1:2:4 etc complete.\nNote : Sand cushioning shall be measured and paid separately. 420 Sqm
15 15 M&L for Sand filling under floors or in foundation including watering and consolidation etc complete. 21.5 Cum
16 16 M & L Providing, cement concrete in roof kerbs or mud stops, rounded or chamfered on edges Type B0 1:2:4 (12.5mm graded stone aggregate) all as specified and directed. 5.3 Cum
17 17 M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement. 45 Sqm
18 18 M&L for preparing newly plastered surfaces of wall and applying two coats of cement based paint over a coat of primer 10 Sqm
19 19 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. 30.95 Cum
20 20 Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point 52.05 Cum
21 21 M&L PCC (1:2:4) type B2 using 40 mm graded stone aggregate as in foundations, filling & mass concrete complete all as specified and directed. 18.35 Cum
22 22 Taking down cement plaster on brickwall including racking out joints, hacking for key, scrubbing down with water & clear off the debris from premises. 100 Sqm
23 23 M&L 20mm thick plastering (In patches) in cement & sand mortar in two coats, first coat 15mm thick in CM (1:4) and finishing coat 5mm thick in CM (1:4) mixed with water proofing compound on fair faces of brick work or concrete surfaces, finished fair & even without using extra cement complete all as specified (WPC to be mixed in setting coat only and shall be measured and paid separately) Note :- Work shall be execute upto 6th floor. 100 Sqm
24 24 M&L two coat of acrylic paint exterior grade (100%Acrylic) with one coat of primer including prepartion of newly plastered surfaces of walls etc all specified on external surfaces. (Note : - Colour as approved by GE) 100 Sqm
25 25 Supply only water proofing compound ISI marked.(DR FIXIT) 12 Kg
26 26 Preparation of old decorated surfaces of walls by any means scrapping old surface washing the surface, filling the cracks with cracks filling compound of DR Fixit crack free chemical or shrink free as per manufacturer instruction & applying two coats of weather proof acrylic based paint (100%) exterior grade with one coat of primer all as specified & directed. (Note : - Colour as approved by GE) 9000 Sqm
27 27 M & L applying two coats of synthetic enamel paint on old steel surfaces over 10 cm in width/girth inclu preparation of surfaces all as specified and directed. 100 Sqm
28 28 M&L applying one coat of synthetic enamel paint including preparation of old wooden surfaces over 10cm width/girth all as specified. 100 Sqm
29 29 Taking down AC rain water pipes of any size or pattern incl all fittings. 250 RM
30 30 S&F PVC 150mm bore pipes in any length with tubber ring joints fixed to wall with dash through fastners and clamp of 15 x 1.5mm FI incl all fittings like sockets, bend, junction, elbow etc. 250 RM
31 31 Hacking out broken glass panes of any description from wooden frames/aluminium frame fixed with beads not exceeding 0.5 sqm 100 Sqm
32 32 S&F sheet glass 5.5 mm thick ordinary quality fixed with Aluminium beads in Sqm n. exc 0.50 Sqm in each panes. 100 Sqm
33 33 M&L anticorrosion compound over rusted steel complete removal of loose materia all specified on external surfaces. (Note : - Colour as approved by GE) 10 Per ltr
34 34 S & F reinforced concrete pipes, class NP2, 300 mm dia laid and jointed complete with collars all as specifed and directed. 100 RM
35 35 M & L PCC in 1:3:6 type C-2 using 40 mm graded stone aggregate for concrete bed to drain pipes including haunching & Benching against the sides of pipes of 300mm dia after they are laid and tested all as specified and directed. 100 RM
36 36 M & L PCC 1:4:8 type D2 (40 mm graded stone aggregates) as in foundation filling mass concrete manholes complete all as specified and directed. 18.5 Cum
37 37 M&L PCC Type B1 1:2:4 (20mm graded stone aggregate) as in coping, benching to manholes including weathering ,slightly rounded or chamfered angles all as specified. 0.6 Cum
38 38 M&L extra for forming fair finished drain or channel 30cm inner girth in cement concrete , using extra cement including forms, moulds , mitred / stopped ends etc (Note : Inner girth only will be measured & paid) complete all as specified and directed. 7 RM
39 39 S & F RCC covers of any size 0.9 x0.45 thickness 0.075 fixing in position all as specified and directed. Make : Vikrant or equivalent 12 Each
40 40 Cutting into existing manholes for connecting new drains making good to pipe and rendering , cutting out existing benching for and forming branch channel ( 1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 , smooth finished , and reforming benching for 300 mm dia complete all as specified and directed. 22 Each
41 41 Systematicaly cleaning and desilting of pipe sewers exc 150mm dia (using HONEYSUCKER or equivalent ,whenever required in site)including man holes and gully trap of any size and depth by passing knots, bambboo, kamti and disc of required size, pumping out liquid waste/ sewage, plugging diverting the flow in the drain, if necessary and stacking the removed silt/ sludge in deposits as directed including taking precautionary measures such as safety belts, dry cells, torch for lighting in side the manholes and drain etc, sprinkling bleaching powder on the silt/ sludge removed to avoid bad smell and disposal of silt out side MD land complete all as specified and directed. 5 Each Job
42 42 Dismantling structural steel work including doors, gates but excluding framed truss etc. 1 Qtl
43 43 S&F Framed work such as grills,grating etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk way; rallings ; frame work of watertanks and similar work confirming to Fe. 290. Gde-E-165 complete all as specified and directed. 470 Kg
44 44 Cutting holes in brick walls in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required. 6 Each
45 45 Removing of old pavar block and refixing to required level & gradients set jointed with clean dry sand icluding required sand to levelling sealing the ends using PCC 1;2:4 etc complete. 150 Sqm
46 46 Dismantling of old pavar block and removing the same from MD Land. 50 Sqm
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