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Construction Of Cc Road , Drain , Cross At Chand Bawari , Kumhaar Mohalla , Ashaganj And At Various Places In W . No . 20 , Ajmer . , Ajmer-Rajasthan

Department Of Local Bodies has published Construction Of Cc Road , Drain , Cross At Chand Bawari , Kumhaar Mohalla , Ashaganj And At Various Places In W . No . 20 , 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

28164871
Corrigendum : Construction Of Cc Road , Drain , Cross At Chand Bawari , Kumhaar Mohalla , Ashaganj And At Various Places In W . No . 20 , Ajmer .
Open Tender
Indian
Rajasthan
Ajmer
29-06-2021

Tender Details

Construction Of Cc Road , Drain , Cross At Chand Bawari , Kumhaar Mohalla , Ashaganj And At Various Places In W . No . 20 , 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
INR 1.0 /-
Tender Value
Refer document

BOQ Items

Name of Work :- Construction of CC Road, Drain, Cross at Chand Bawari, Kumhaar Mohalla, Ashaganj and at various places in Wno. 20 Ajmer
Sl. No. Item Description Item Code / Make Quantity Units
1 2 Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. 6 Cum
2 3 Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks 108.65 Cum
3 4 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 99.84 Cum
4 5 Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth 6KM 214.49 Cum
5 6 Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) 10.13 Cum
6 7 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. 2.7 Sqm
7 8 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 \nmm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand) 18 Sqm
8 9 Providing and laying lean cement concrete 1:4:8 in Sub-base over 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. 115.23 Cum
9 10 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. 243.6 Sqm
10 11 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. M-20 61.5 Cum
11 12 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) 21.83 Cum
12 13 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 .
13 13.1 Red sand stone 26 Sqm
14 13.2 White sand stone 109.2 Sqm
15 14 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 0.25 Tonne
16 15 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and\nreinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 5.85 Cum
17 16 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. 415 Kg
18 17 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.
19 17.1 Standard Size 600x800mm (75mm thick) for span 250 to 450mm A.- size 600 X 800 mm 4.8 Sqm
20 17.2 Standard Size 1000x800mm (100mm thick) for span 451 to 700mm A.- size 1000 X 800 mm 4 Sqm
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