Tender For Removing And Relaying Of Paver Block Road At Highschool North 2Nd Street - 125004R132, Thotham Street - 125005R112, Avvaiyar Street - 125007R220, Kurunji Nagar 3Rd Street Cross Lane - 3 - 125008R237, Gandhi Nagar 5Th Street - 125009R229, M, Theni-Tamil Nadu
TDR : 38470581
Tender Notice
Corrigendum Details
BOQ
Expired
Theni
Tamil Nadu
Corrigendum : Tender For Removing And Relaying Of Paver Block Road At Highschool North 2Nd Street - 125004R132, Thotham Street - 125005R112, Avvaiyar Street - 125007R220, Kurunji Nagar 3Rd Street Cross Lane - 3 - 125008R237, Gandhi Nagar 5Th Street - 125009R229, M
Name of the Work : Removing and relaying of paver block road at HIGHSCHOOL NORTH 2ND STREET - 125004R132, THOTHAM STREET - 125005R112, AVVAIYAR STREET - 125007R220, KURUNJI NAGAR 3RD STREET CROSS LANE - 3 - 125008R237, GANDHI NAGAR 5TH STREET - 125009R229, MARI 1st STREET - 125010R148, MADURAI VEERAN KOIL STREET - 125011R206, KULATHU STREET CROSS 2 - 125012R215, NEHRUJI ROAD OLD THANTHI OFFICE STREET - 2 - 125015R346, MIRANDA LANE- G.H.ROAD-6 th STREET - 125016R360, RAJA LANE NORTH CROSS - 2 - 125017R378, POST OFFICE ODAI 1st CROSS STREET - 125018R370, FOREST ROAD1ST STREET CROSS STREET - 1 - 125022R462, WHITE HOUSE 2ND STREET EAST CROSS - 2 - 125023R397, KALIYAMMAL KOIL STREET - EAST CROSS LANE ( SOUTH ) - 125024R528,KONDURAJA LANE STREET - 1 - 125025R461, FOREST ROAD 7TH STREET COSS - 1 - 125026R558, FOREST ROAD11 TH STREET - 125027R583,FOREST ROAD RAJA THOTTAM 2ND STREET - 125028R572, PAPPURAJALINE NORTH STREET - 125029R518, SUBBAN 1ST STREET EAST CROSS - 1 - 125030R594, BUNGALOWMEDU EXTENSION - 3 - 125031R646, SOLAIMALAI AYYANAR WEST CROSS STREET - 125032R680, KARUVELNAYAKAN PATTI MAIN ROAD EAST CROSS STREET -3 - 125033R720 in Theni - Allinagaram Municipality
Sl. No.
Item Description
1
Removal of Existing Rubberised interlocking Paver blockM40 grade 83mmthick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approvednon skitting surface in the top and the rate including levelling the base preparation ofpavers as sub base, stone dust cushion 150mm thick layingout of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
2
Supplying and relaying Rubberised interlocking Paver blockM40 grade 83mmthick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approvednon skitting surface in the top and the rate including levelling the base preparation ofpavers as sub base, stone dust cushion 150mm thick layingout of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
3
Supplying and laying Rubberised interlocking Paver blockM40 grade 83mmthick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approvednon skitting surface in the top and the rate including levelling the base preparation ofpavers as sub base, stone dust cushion 150mm thick layingout of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
4
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38
5
For SWD
6
For Culvert&slab
7
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specification
8
Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers -
9
Suppling and fabricating and placing in position MS(or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost ofsteel and binding wire also in all floors.
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