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Development Of Smart Streets 1 In Tirunelveli Smart City, Tirunelveli-Tamil Nadu

Municipal Adminitration And Water Supply Department-MAAWSD has published Development Of Smart Streets 1 In Tirunelveli Smart City. Submission Date for this Tender is 08-06-2020. Road Work Tenders in Tirunelveli Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

24131099
Corrigendum : Development Of Smart Streets 1 In Tirunelveli Smart City
Open Tender
Indian
Tamil Nadu
Tirunelveli
08-06-2020

Tender Details

Development Of Smart Streets 1 In Tirunelveli Smart City

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 11-Apr-2020 Tender date extended Date 24-04-2020
2 22-Apr-2020 Tender Date Extended Date 11-05-2020
3 06-May-2020 TenderDateExtended Date 27-05-2020
4 23-May-2020 DateExtended Date 08-06-2020

Key Value

Document Fees
Refer document
EMD
INR 940000.0 /-
Tender Value
INR 9.40 Crore /-

BOQ Items

Name of Work : Development of Smart Streets – 1 in Tirunelveli Smart City (1).Mela Mada veethi road (2)Therku mada veethi (3).Anna street (4)Sathya moorthy street (5)Sathaya moothy cross street (6)Theppakulam east street (7)Amman sannathi street
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantling of Bitumen Road Surface and Cleaning away as directed by the departmental officers. BI01010001010000000000000515BI0100001115 1130 Cum
2 2 Earth work excavation for foundation with initial lead of 10m & lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete . BI01010001010000000000000515BI0100001116 12852 Cum
3 3 Conveyance of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per standard specification. BI01010001010000000000000515BI0100001117 5562 Cum
4 4 Refilling with excavated soil (other than sand) complying with standard specification for filling in low lying areas as directed by the departmental officers. BI01010001010000000000000515BI0100001118 7290 Cum
5 5 Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. BI01010001010000000000000515BI0100001119 320 Cum
6 6 Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification. BI01010001010000000000000515BI0100001120 1078 Cum
7 7 Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including nominal strutting 3m high using mild steel sheets of size 90cm X 60cm 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. BI01010001010000000000000515BI0100001121 3064 Sqm
8 8 Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including nominal strutting 3m high using mild steel sheets of size 90cm X 60cm 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. BI01010001010000000000000515BI0100001122
9 9 For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. BI01010001010000000000000515BI0100001123 10157 Sqm
10 10 Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 BI01010001010000000000000515BI0100001124 1450 Cum
11 11 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 sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc , complete complying with standard specification and as directed by the departmental Officers. BI01010001010000000000000515BI0100001125
12 12 Chambers BI01010001010000000000000515BI0100001126 529 Cum
13 13 Providing and laying in position Standardised Concrete Mix M-30 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 400Kg/ 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 sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc , complete complying with standard specification and as directed by the departmental Officers (Data 21) BI01010001010000000000000515BI0100001127
14 14 Strom Water Drain BI01010001010000000000000515BI0100001128 1157 Cum
15 15 Providing and laying in position Standardised Pavement Quality Concrete Mix M-40 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 440 Kg/ 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 sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc, complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (Data 20) BI01010001010000000000000515BI0100001129
16 16 Carriage Way BI01010001010000000000000515BI0100001130 1883 Cum
17 17 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 of steel and binding wire etc, complete complying with standard specification. BI01010001010000000000000515BI0100001131 260 MT
18 18 Supplying and Laying of P.V.C Pipes (10Kg/Sqcm) of 32mm dia of approved quality and Best variety conforming to I.S.S & with I.S.I Mark of following sizes including fixing to PVC Specials etc., Complete BI01010001010000000000000515BI0100001132 3766 Rm
19 19 Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification. BI01010001010000000000000515BI0100001133 377 Sqm
20 20 Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick 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 sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. BI01010001010000000000000515BI0100001134 3270 Sqm
21 21 Plastering with Cement Mortar 1:3 (One cement and three sand ), 10mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. BI01010001010000000000000515BI0100001135 1229 Sqm
22 22 Painting two coats with best quality of cement paint over cement plastered wall surface, and other new surface and including cleaning, preparing the surface and curing etc., complete. Compyling with standard specification. BI01010001010000000000000515BI0100001136 1229 Sqm
23 23 Supplying and fixing in position ISI Make CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best First quality as per standard specification etc., complete complying with standard specifications. BI01010001010000000000000515BI0100001137 207 Nos
24 24 Supplying and laying of SFRC of manhole cover OF SIZE 900mm x 900mm for strom water drain etc , complete as per standard specification. BI01010001010000000000000515BI0100001138 155 Nos
25 25 Supplying of RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. NP2 pipes (450mm dia) Including cost and convyance etc, complete as per standard specification. BI01010001010000000000000515BI0100001139 1516 Rm
26 26 Supplying of RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. NP2 pipes (250mm dia) Including cost and convyance etc, complete as per standard specification. BI01010001010000000000000515BI0100001140 2255 Rm
27 27 Supplying of RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. NP2 pipes (200mm dia) Including cost and convyance etc, complete as per standard specification. BI01010001010000000000000515BI0100001141 2221 Rm
28 28 Supplying of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 as per IS 8329/2000 DI Pipe of size 200mm Dia. Including cost and convyance etc, complete as per standard specification. BI01010001010000000000000515BI0100001142 2221 Rm
29 29 Supplying, laying amd jointing of 450mm dia (RCC-NP3) non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. (200mm dia) with standard specification Below The Ground Level for strom water connection. BI01010001010000000000000515BI0100001143 324 Rm
30 30 Providing suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS 304 threaded metal inserted for tapping outlet suiting for ½”, 3/4” &1” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material etc.,Complete. BI01010001010000000000000515BI0100001144 445 Nos
31 31 Lowering of C.I/ D.I Pipes upto 2m Depth and specials in the trenches and laying to proper grade and alignment and as directed by the departmental Officers. BI01010001010000000000000515BI0100001145
32 32 DI Pipe 200mm Dia BI01010001010000000000000515BI0100001146 2220.32 Rm
33 33 Lowering RCC pipes and specials into the trenches and laying to proper grade and alignment for depth upto 2m as directed by the departmental Officers. BI01010001010000000000000515BI0100001147
34 34 RCC NP2 Pipe 250mm Dia BI01010001010000000000000515BI0100001148 2220.32 Rm
35 35 RCC NP2 Pipe 200mm Dia BI01010001010000000000000515BI0100001149 2220.32 Rm
36 36 RCC NP3 Pipe 450mm Dia BI01010001010000000000000515BI0100001150 1821.33 Rm
37 37 Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) upto 2m depth as directed by the departmental Officers. BI01010001010000000000000515BI0100001151
38 38 DI Pipe 200mm Dia BI01010001010000000000000515BI0100001152 371 Nos
39 39 Jointing RCC pipes with cement using necessary collars including the cost of jointing materials for depth upto 2m as directed by the departmental Officers. BI01010001010000000000000515BI0100001153
40 40 RCC NP2 Pipe 250mm Dia BI01010001010000000000000515BI0100001154 371 Nos
41 41 RCC NP2 Pipe 200mm Dia BI01010001010000000000000515BI0100001155 371 Nos
42 42 RCC NP3 Pipe 450mm Dia BI01010001010000000000000515BI0100001156 250 Nos
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