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Construction And Repairing Work Of Cc Road , Drain , Cross At Various Places And Bathroom , Sign Board Work In W . No . 74 , Ajmer ., Ajmer-Rajasthan

Department Of Local Bodies has published Construction And Repairing Work Of Cc Road , Drain , Cross At Various Places And Bathroom , Sign Board Work In W . No . 74 , Ajmer .. Submission Date for this Tender is 29-06-2021. Drainage Tenders in Ajmer Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

28165329
Corrigendum : Construction And Repairing Work Of Cc Road , Drain , Cross At Various Places And Bathroom , Sign Board Work In W . No . 74 , Ajmer .
Open Tender
Indian
Rajasthan
Ajmer
29-06-2021

Tender Details

Construction And Repairing Work Of Cc Road , Drain , Cross At Various Places And Bathroom , Sign Board Work In W . No . 74 , Ajmer .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 18-Jun-2021 Corrigendum1 Date 29-06-2021

Key Value

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

BOQ Items

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Sl. No. Item Description Item Code / Make Quantity Units
1 2 Part A :- (CC Road & Drain)
2 3 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 53.25 Cum
3 4 Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil 33.6 Cum
4 5 Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth 6 KM 86.85 Cum
5 6 Providing and laying lean cement concrete 1:4:8 in Sub-base opver a prepared sub-grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ration not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy compacted with surface vibrator finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 40.75 Cum
6 7 centering and shuttering with plywood or steel up to two storey or height uo to 7.5 mtr above plinth level including strutting ,proping, etc. and removal formwork for:foundation etc. 55 Sqm
7 8 Providing and laying un-reinforced, plain cement concrete mix with concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS : 383, maximum size of coarse aggregate not exceeding 25mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material labour, machinery, lighting, guarding and maintenance of diversion. :- PCC M-20 28 Cum
8 9 Providing and laying of position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 ( 1cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) 24 Cum
9 10 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 6 Cum
10 11 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush .white sand stone 97.5 Sqm
11 12 Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. Reinforcement with TMT bar in sub structure 0.6 Tonne
12 13 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. n gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 248 Kg
13 14 P/F of Reinforced Ferro Cement Drain cover designed for Class 'AA' loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti - corrosive bitumen painted M.S. plate rim and on M.S. lifting hook admixture like plasticizer bond improving compound abrasion resistant complete per approved design etc.
14 14.1 Standard Size 600x800mm (75mm thick) for span 300 to 450mm A.- size 600 X 800 mm 8.64 Sqm
15 14.2 Standard Size 1000x800mm (100mm thick) for span 451 to 700mm A.- size 1000 X 800 mm 3.2 Sqm
16 15 Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 11.59 Cum
17 16 Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) 20 Cum
18 17 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:6 (1 cement : 6 fine/ coarse sand) 113.4 Sqm
19 18 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 45 Sqm
20 19 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 20 Sqm
21 20 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer. 113.4 Sqm
22 21 Providing and fixing stone Patties (slab) on roofing including removing broken patties carefully and replacement new slab with Kharanja, ralthal and lime dhar as per traditional practice. Span about 3.30 mtr. To 5.50 mtr. 100 mm to 150 mm thick of approved\nstone. 20 Sqm
23 22 Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. 110 mm dia 3 Metre
24 23 Providing, lowering, laying in trenches, aligning, fixing in position and jointing uPVC pipe fittings/ accessories of class III (6 Kg/sqcm) confirming to IS:7834 suitable for potable water with rubber rings joints in uPVC pipe line at all levels/ depth including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
25 23.1 Equal Tee (Moulded) welded with socket :- 110 mm dia 2 Each
26 23.2 Double/Single socketed 90 degree long bend (single piece welded with socket) :- 110 mm dia 2 Each
27 23.3 uPVC End Cap 110 mm dia 2 Each
28 24 P & F PVC Storage Tank (IS : 12701marked indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 litres capacity. 4 Each
29 25 Providing and Fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. internal work-exposed on wall
30 25.1 15mm diameter nominal bore. 10 Per R/Mtr.
31 25.2 20mm diameter nominal bore. 8 Metre
32 26 Providing and Fixing C.P. brass long nose bib cock of approved quality confirming to IS standard and weighting not less than 690gms. 15mm nominal 8 Per Nos.
33 27 Part B :- (Sign Board Work)
34 28 Providing and Fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 3 metre long and size 75mmX75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45 cm X 60cm, 60cm below ground level as per approved drawing including all material, labour
35 28.1 90 cm equilateral triangle 2 Each
36 28.2 60 cm equilateral triangle 2 Each
37 29 Providing and erecting direction and place identification retro-reflectorised sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick framed to angle iron 40X40X5mm with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75X75X6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45X45X60cm, 60cm below ground level as per approved drawing including all material, labour. 7.13 Sqm
38 30 Providing and erecting direction and place identification retro-reflectorised sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting 2mm thick framed to angle iron 40X40X5mm with area exceeding 0.9sqm supported on two nos mild steel angle iron post 75mmX75mmX6mm, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm X 45cm X 60cm, 60cm below ground level as per approved drawing including all material, labour. 10 Sqm
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