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Repairs To Foot Path Along The Road No 1 From Ambar Chowk To Y Junction Gate At Ordnance Estate At Ambarnath, AMBARNATH-Maharashtra

Military Engineer Services-MES has published Repairs To Foot Path Along The Road No 1 From Ambar Chowk To Y Junction Gate At Ordnance Estate At Ambarnath. Submission Date for this Tender is 03-08-2021. Road Work Tenders in AMBARNATH Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

28394742
Corrigendum : Repairs To Foot Path Along The Road No 1 From Ambar Chowk To Y Junction Gate At Ordnance Estate At Ambarnath
Open Tender
Indian
Maharashtra
AMBARNATH
03-08-2021

Tender Details

Repairs To Foot Path Along The Road No 1 From Ambar Chowk To Y Junction Gate At Ordnance Estate At Ambarnath

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Jul-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 03-08-2021

Key Value

Document Fees
INR 500 /-
EMD
Refer document
Tender Value
INR 42.50 Lakhs /-

BOQ Items

Name of Work : Repairs to foothpath along the Road No 01 from Amber chowk to 'Y' Junction gate at Ordnance estate Ambarnath.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Demolition of cement concrete in ground floor and paving n. exc 15 cm thickness (below or above ground level) all as specified and directed by E I C 296.5 Cum
2 2 M & L for hard core of broken stone or boulders of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick , watered and rammed to a true surface complete all as specified and directed by E I C 170 cum
3 3 M & L for 100 mm thick PCC 1:4:8 Type D2 ,(Using 40 mm graded stone aggregate) as a subbase under floor complete all as specified and directed by Engineer-in-Charge 1700 sqm
4 4 M & L for rubber moulded Chequered cement concrete tiles 300mm x 300mm x 25 mm thick , machine pressed with grey cement and pigments , set jointed and pointed in neat cement slurry in floors, on and including 15 mm screed bed or bedding layer of cement mortar of 1:6 complete all as specified and directed 1700 sqm
5 5 M & L for providing, precast cement concrete 1:2:4 Type B1 (using 20 mm graded aggregate) in roof kerbs or mud stops , rounded or chamfered on edges complete all as specified anddirected by E I C 73.5 Cum
6 6 S&F 110mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches etc all specified and directed by E I C 130 RM
7 7 M&L for providing , plain cement concrete type B0 1:2:4 ( using 12.5 mm gradeded crushed stone aggregate)in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, parapets and lacing courses, parapets and railings, upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating including form work as directed including necessary formwork specified and directed by E I C 7 Cum
8 8 Excavation in hard/dense soil in post holes (or similar holes) each n exc 0.5 cum getting out, returing, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed by E I C 320 Each
9 9 M & L for plain cement concrete 1:3:6 type C2 (Using 40 mm grdeded crushed stone aggregate) in foundation , filling and mass concrete complete all as specified and directed by E I C 8.64 Cum
10 10 S & Fmild steel sections in framed work such as grills, gratings, aesthetic well designed, ornamental and intricate design etc, with ends of bars shouldered and /or riveted, or forged into spikes: framed guard bars: barred iron doors: ladders: framed baluster: walk ways : railings: framed work of water tanks and similar work conforming to Fe 290. Gde E-165 complete all as specified and directed by E I C 5273.6 Kg
11 11 M & L for preparation of new or previously untreated steel surfaces of any description over 10 cm wirdth or girth , applying two coat of synthetic enamel (Ordinary tint ) paint over coat of one coat Red oxide, zinc chrome primer not otherwise described .specified and directed by E I C 271.12 Sqm
12 12 M & L for preparation of new or previously untreated concrete surfaces of any description over 10 cm girth or width not other wise described for applying two coats of synthetc enamel paint over a coat of primer complete all as specified and directed by E I C 385 Sqm
13 13 Demolition of brickwork or stone/boulder masonary, built in cement mortar or cement lime mortar including all quoins, arches,pillars, etc, but excluding ashler facings dressed stonework and precast concrete articles complete all as specified and directed by E I C 20.25 cum
14 14 M & L for walling of random rubble, uncoursed , well bonded, bedded and solidly hearted stone masonary built in CM 1:6 complete all as specified and directed by E I C 101.25 Cum
15 15 Ditto item No 14 except stone 13.5 Cum
16 16 Excavation in trenches in hard/dense soil, n.exc 1.5m wide and n.exc 1.5m in depth for foundation, or for man holes etc., n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out complete all as specified and directed by E I C. 18 Cum
17 17 Removing excavated soil to a distance n.exceeding 50mtr and depositing where directed at a level n.exc 1.5mtr above the starting pointing complete all as specified and directed by E I C 18 Cum
18 18 M & L for cement concrete 1:3:6 type C2 (Using 40 mm grded aggregate) in surface channels and drains complete all as specified and directed by E I C 18 cum
19 19 M & L for Extra for forming fair finished drain or channel 30 cm innner girth in cement concrete, using extra cement, including forms, moulds, mi-tred/stopped ends etc.specified and directed by E I C 1200 RM
20 20 S & F stainless steel tube grade SS 304 as in grill height 90 cm , including round cap on top and 200 mm insert in PCC including Standard shoe and welded 25x3 mm FI iron 50 mm long complete all as specified and directed by Engineeer in-Charge. (Only SS items to be measured and paid)specified and directed by E I C 224 Kg
21 21 S & F cast iron articles exc 5 Kg Each work grade FG 150, unmachined, in brackets, gully traps, ratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles including taking out old covers complete all as specifed and directed by Engineer -in Chaarge 35 Kg
22 22 Dismantling structural steel work etc complete all as directed. 0.5 Qtl
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