Tender For Development And Beautification Of Central Divider, Green Belt, Service Lane And Other Necessary Work Of Mr 2 Road From Nanakheda Bus Stand To Dewas Road, Ujjain, Ujjain-Madhya Pradesh

TDR : 54568995

Tender Notice
BOQ

10 Days Left

Ujjain , Madhya Pradesh

Tender Brief : Tender For Development And Beautification Of Central Divider, Green Belt, Service Lane And Other Necessary Work Of Mr 2 Road From Nanakheda Bus Stand To Dewas Road, Ujjain

Document Fees
₹ 30000 /-

EMD
₹ 523560.0 /-

Tender Value
₹ 10.47 Crore /-

Submission Date
09-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Transplantation of trees including trimming the branches of full grown trees as per the requirement, giving the wax treatment of the trimmed area of branches, uprooting the tree and transporting the uprooted tree to the specified site of the transplantation as directed by the engineer-in-charge upto 12 km lead including all lifts, transplanting the uprooted tree by digging a required size of pit, filling it with fresh garden soil and manure as per the requirement and maintaing it for a period of 4 months by watering,weeding, manuring etc complete. A) Trees having trunk girth upto 1.0 metre
2	Transplantation of trees including trimming the branches of full grown trees as per the requirement, giving the wax treatment of the trimmed area of branches, uprooting the tree and transporting the uprooted tree to the specified site of the transplantation as directed by the engineer-in-charge upto 12 km lead including all lifts, transplanting the uprooted tree by digging a required size of pit, filling it with fresh garden soil and manure as per the requirement and maintaing it for a period of 4 months by watering,weeding, manuring etc complete. B) Trees having trunk girth more than 1.0 metre upto 1.5 meter
3	Transplantation of trees including trimming the branches of full grown trees as per the requirement, giving the wax treatment of the trimmed area of branches, uprooting the tree and transporting the uprooted tree to the specified site of the transplantation as directed by the engineer-in-charge upto 12 km lead including all lifts, transplanting the uprooted tree by digging a required size of pit, filling it with fresh garden soil and manure as per the requirement and maintaing it for a period of 4 months by watering,weeding, manuring etc complete. D) Trees having trunk girth more than 2.0 metre
4	Dismantling of existing structures by manual means 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 upto 1000 meter and as per relevant clauses of section-200 in Removing all type of R.C.C. pipes and stacking within a lead upto 1000 meter including earthwork and dismantling of masonry works around pipes. Up to 600 mm dia
5	Dismantling of existing structures by manual means 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 upto 1000 meter and as per relevant clauses of section-200 in Removing all type of R.C.C. pipes and stacking within a lead upto 1000 meter including earthwork and dismantling of masonry works around pipes. Above 600 mm to 900 mm dia
6	Dismantling of existing structures by manual means 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 upto 1000 meter and as per relevant clauses of section-200 in Removing all type of R.C.C. pipes and stacking within a lead upto 1000 meter including earthwork and dismantling of masonry works around pipes. Above 900 mm dia
7	Clearing and grubbing road land includinguprooting rank vegetation, grass, bushes, shrubs,saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier, disposal of unserviceablematerials and stacking of serviceable material up to alead of 1000 meters including removal and disposal oftop organic soil not exceeding 150 mm in thickness, ifrequired, as per Section-200 of the specifications. By manual means: In area of thorny jungle Jungle clearing
8	Dismantling of Cement Concrete PavementDismantling of Cement Concrete pavement by mechanical means including breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately as per Section-200 of the specifications
9	Dismantling of existing structures comprising of masonry, Cement Concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material with all lifts and lead up to 1000 meters, as per Section 200 of the specifications. Tile Work / Brick Masonry By Manual Means In cement mortar
10	Dismantling of existing structures comprising of masonry, Cement Concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material with all lifts and lead up to 1000 meters, as per Section 200 of the specifications. By Mechanical Means Plain Cement Concrete Grade M-15 & M-20
11	Transportation By Mechanical means including loading, unloading and stacking where ever necessary Excavated Earth 5 km or Part thereof
12	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets,welding etc. including dismembering and stacking within 50meters lead.
13	Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed oil. All kinds of soil
14	Transportation By Mechanical means including loading, unloading and stacking where ever necessary Excavated Earth 5km or Part thereof
15	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate
16	Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Upto Plinth leveL.
17	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Hot Rolled Deformed Bars Assuming steel @80 kg per cubic meter
18	Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Lintels, beams, plinth beams, girders, bressumers and cantilevers.
19	Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
20	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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
21	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
22	Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) 50 mm dia 6 Kg/sq.cm :
23	Supplying, stacking and spreading of good earth for plantation at site including royalty and carriage earth measured in stacks will be reduced by 20% for payment.
24	Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment).
25	Supplying, stacking and spreading compost/manure from approved source, (manure measured in stacks will be reduced by 8% for payment)
26	Spreading only of Sludge manure or/and good Earth: Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately).
27	Providing and Laying Mexican/Zyosia carpet grass Turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with tools wooden (Durmuth) and then rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance for 30 days or more till the grass establishes properly, as per direction of Engineer-in-Charge.
28	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : Holes 60 cm dia and 60 cm deep.
29	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : Holes 45 cm dia, and 45 cm deep.
30	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : Holes 30 cm dia, and 30 cm deep.
31	Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture manuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of Engineer-in-Charge complete in all respect (B.C. Mixture paid separately). Shrubs :- Bahunia Tomentosa, Beloperone Species, Caselpinnia Pulcherima, Bird of Paradise, Callandra Emarginata, Callandra Hybrida, Cassia Bi flora, Cassia Laevigata, Cestrum Nocturnum, Dombeya Mastersii, Euphorbia Caracasana, Euphorbia Pulcherima, Excorea bi color, Excorea tri color, Ficuas Blackii, Ficus Reginold, Ficus Panda, Gardenia, Gulphinia, Jasminoides, Hamelia Pattens, Heliconia, Hibiscus Rosasinensis, Hibiscus Verigated, Hibiscus Viceroy, Jatropha Multifida, Largestomia Indica, Malpighia Coccigera, Murraya Exotica, Murraya Koeniggi, Murraya Sambucum, Mussaenda Erythrophylla, Nerium Oleander, Nyctanthus Arbortristis, Plumbego Capensis, Putranjeeva Roxburghii, Tabernaemontana Coronaria, Tabernaemontana Divaricata, Tecoma Gaudi Chaudi, Tecoma Stans, Thevetia Nerifolia, Thuja Compacta and equivalent plants.
32	Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture manuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of Engineer-in-Charge complete in all respect (B.C. Mixture paid separately). Creeper plants (height:30cm to 45 cm) Allamanda Cathartica, Allamanda Grandiflora, Allamanda Violacea, Begnonia Venustha, Boughan Villas (Variety : Butiana, Lady Mary Bearing, Mahaara, Mohan, Scarlet Queen Variagata, Glabra Formosa, Peruviana Odissi, Partha, Shubhra, Thimma, Spectabillis, L.N. Birla, Refulgens), Clerodendrum Splendens, Clerodendrum Thompsonae, Ipomea Purpurea, Jasminum Grandiflorum, Jasminum Humile (Yellow), Passiflora Caerulea (Rakhi Bel), Petrea Volubilis, Quis Qualis Indica, Tecoma Grandiflora, Veronia Elaegnifolia (Curtain Creeper), Mandvellia, Garlic Creeper, Callimitis
33	Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture manuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of Engineer-in-Charge complete in all respect (B.C. Mixture paid separately). Ground cover plants height: 30cm-45cm Alpinia Verigated, Alternanthera species, Aspyragus Myerri, Aspyragus Springenii, Aspidistra, Canna (regular, Dwarf), Chlorodendron Inermii, Chlorophytum (Green), Chlorophytum verigated, Coffea Chinensis, Dianella Verigated, Durranta (Goldiana, Green, Verigated), Euphorbia Milli hybrid, Ipomea (Golden leaves), Iresine herbstii, Juniper Prostata, Juniper Africana, Ophiopogonplant, Ophiopogon jaburan, Portulacaria Afra (jade Plant), Schefflera Green, Schefflera verigated, Setcreasea Purpurea, Syngonium (Butterfly) species, Syngonium miniature, Syngonium Dwarf, Syngonium variegated, Tradescantia, Wadelia Trilobata, Zebrina Tradescantia, Pendanas, Spider Lily Black, Spider Lily verigated, Aclypha (Red, Green,Mini), Lantana (Red, Yellow, Purple, White,verigated), Haemalia Mini and similar plants.
34	Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture manuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of Engineer-in-Charge complete in all respect (B.C. Mixture paid separately). Winter seasonal height: 20-30 cm Any of one from Alyssum, Anemone, Antirrhinium Hybrid, Aster Hybrid, Begonia and its different varieties, Calendula, Carnation,Coleus, Daisy, Dianthus, Fressia, Gazania, Impatiens, Kalanchoe, Marigold Inca, Missam branthemum, Nemasia, Nasturitium, Ornamental Kale, Pansy Hybrid Sakata, Petunia Hybrids such as Bravo, Star and Picotee, Salvia, Stock, Stock, Verbena
35	Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture manuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of Engineer-in-Charge complete in all respect (B.C. Mixture paid separately). Summer and rainy seasonal plants Any of one from Celosia, Caladium Hybrid, Cockscomb, Cosmos, Gaillardia, Gomphorena, Kochchea, Portulacca, Sunflower Hybrid, Sunflower Single, Tapiocca Variegated (Manihot Esculenta), Vinca, Zinnia Hybrids.
36	Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture manuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of Engineer-in-Charge complete in all respect (B.C. Mixture paid separately). Rose Budded of H.T variety and miniature Roses. height: 30cm & above
37	Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture manuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of Engineer-in-Charge complete in all respect (B.C. Mixture paid separately). Plant Creeper Rose Varieties
38	10 SQ.MM.(XLPE)-\\"SUPPLY OF XLPE INSULATED POWER CABLE (CONFORMING IS-7098) 1100 VOLT GRADE/HEAVY DUTY POWER CABLE CONFORMING TO IS 1554-1100 VOLTS GRADE , 2 CORE /3½ CORE/4 COREISI MARKED WITH ALU. STRANDED /SOLID CONDUCTOR.ARMOURED 2 CORE\\"
39	Supply of XLPE Insulated power cable (conforming IS-7098 ) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 coreISI MARKED with Alu. Stranded /solid conductor 2.5 Sq.mm.(Heavy Duty)*2 core UNARMOURED
40	ARM POLE /RING POLE / post top pole FOUNDATION as per engineer incharge .
41	2 / 3 / 4 CORE CABLE UPTO16 SQ.MM-\\"LAYING OF UNDERGROUND CABLE ARMOURED./ UNARMOURED AS PER SPECIFICATION IN AIR WITH APPROVED TYPE OF IRON CLAMPSCOMPLETE.\\"
42	S/I OF LANRERN CARRIAGE MADE OF M.S. ANGLE 50MX50M HAVING OVER ALL DIA. OF 102M HAVING SUPPORT BY4 SIMILLER ANGFLE TO CENTER PIPE THE RING SHALL BE OF SUCH TYPE SO THAT IT FITS LIKE A CAP ON ERECTED POLE M.S. RING MADE SUCH TYPE TO ERECT SNR 06 FLOOD FITTING ON IT.
43	\\"SUPPLYING OF ANGLE/ CHANNEL FLAT IRON FITTING FOR OVERHEAD LINES SUCH AS CROSS ARMS, CLAMPS, BRACKETS, WELDING AND OTHER NECESSARY MATERIALS AS PER SPECIFICATIONS.\\"
44	SUPPLY AND INSTALLATION OF POLE MOUNTED POLE BOX MADE UP OF POLY CARBONATE, SMC/FRP MATERIAL CONTAINING 6 AMP SP MCB AND HAVING 4 NOS. OF INPUT/OUTPUT TERMINALS IN IT SHOULD BE FLAME PROOF ,WATER PROOF ,WEATHER PROOF AND SHOULD BE RECTENGULAR\SQUARE IN SHAPE AND EASILY ADJUSTABLE ON POLE MADE UP OF 4MM TO 6MM THICKNESS OF RATING IP54 , IP55 (MAKE – SINTEX OR OTHER EQUIVALENT)
45	10 SQ.MM.(XLPE) ARMOURED 4 CORE-\\"SUPPLY OF XLPE INSULATED POWER CABLE (CONFORMING IS-7098 ) 1100 VOLT GRADE/HEAVY DUTY POWER CABLE C ONFORMING TO IS 1554-1100 VOLTS GRADE , 2 CORE /3½ CORE/4 COREISI MARKED WITH ALU. STRANDED /SOLID CONDUCTOR.ARMOURED 4 CORE\\"
46	\\"SUPPLYING, INSTALLING, TESTING OF EARTH COIL (COIL OF 115 TURNS OF 50MM DIA, AND 2.5MTRS. LEAD OF 4 MM G.I WIRE.\\"
47	6 AMP TO 32 AMPRATING-\\"SUPPLYING OF ISI MARKED AND ACCEPTED STANDARD OF MINIATURE CIRCUIT BREAKER (MCB) OF 'C' SERIES SUITABLE FOR 240/415 VOLTS, 50 CYCLE , 10 KA VALUE AC SUPPLY CONFIRMING TO IS : 8828 : 1996, IEC : 60898 :2002 BUT WITHOUTENCLOSURES :- SINGLE P OLE (SP)\\"
48	Supply, installation testing & commissioning of decorative ring shaped, LED down lighting post top luminaire for landscape lighting. The fixture should have Pressure Cast aluminium PU Painted housing with casted aluminium heat sink, Optical grade PC IK 06 diffuser directing the light downwards, luminaire shoul be wired with inbuilt driver with 4kV surge protection and external 10kV, having wattage of 40to 45W, IP 65. The fixture dimensions shall be 400 to 500 mm width and 200 to 300 mm height. The fixture should be with manufacturer's warranty of at least 2 years.
49	UPTO 5 MTR.
50	ABOVE 5 MTR. TO 9 MTR.
51	Supply & laying haeavy duty black p.v.c. pipe for protection of under ground canle with required material o load 600 mm
52	150W-\\"SUPPLYING OF flood light WITH HIGH POWER LED OF 1 TO 3 W EACH ASSEMBLED ON SINGLE MCPCB, SYSTEM LUMENS OUTPUT WITH EFFICACY>11 0 LM/W. LUMINIARE HAVING COLOR TEMP 6500K & 50000 BURNING HRS LIFE WITH MINIMUM @ L 70, THE COLOUR RENDERING INDEX OF LED LIGHT SHOU LD BE MORE THAN 70.LUMINIARE COMPRISES OF DRIVER, PF 0.95 & SURGE PROTECTION 4KV. HOUSING MADE OF PRESSURE DIE CAST ALUMINIUM WITH HEAT RESISTANT FLAT GLASS / LENS TYPE, IP66 PROTECTION. SUBMISSION LM 80-08 FORM LED SOURCE MANUFACTURER & LM79- 08 / IS16106 FROM N ABL APPROVED LAB. MANUFACTURER MANADATORY I/C 50MM.DIA G.I. PIPE BRACKET UPTO 2 MTR. LONG IN REQUIRED ANGLE/SHAPE, CONNECTION LEAD, TESTING ETC TO COMPLETE THE JOB. 2 YRS GUARANTEE CERTIFICATE FROM MANUFACTURER.90W\\"
53	Supply, installation, testing and commissioning of stand mounted weather proof panel made of 16 SWG GI sheet, double door and duly pretreated and power coated in at least 90 micron thickness. The panel shall have two separate compartments one for energy meter & another for 1 Nos.63 Amp TPN MCB incomer, 1 no. under voltage cum over voltage protection relay and 3 nos 16-32A SP MCBs, 2 nos 32-40A TP MCBs as out goings, 1 No 63A, AC3 duty, TP Contactor, 1 No 0-24 Hr electro-mechanical time switch with memory feature, of suitable rating so that whole street lights get switched ON automatically at pre decided time. Complete with locking arrangement. The panel should be supplied with suitable GI, powder coated, stand made of at least 40x5 angle. The panel should have overvoltage protection relay and 3 ph surge suppressor type II at incomer. The size of panel should be minimum L800mm x W800mm x D350 mm.
54	Providing and erection of hot dipped galvanizedoctagonal poles in single section made from 3mmthick sheet having lockable weather proof flush doorjunction box, suitable size & type of foundation bolts4 nos. 'J' type (EN8 grade) complete, erected in anapproved manner on provided foundation. 7 meter height, 130 X 70mm A/F, 220x220x12mmbase plate having weight 60 kg ± 3%, 4 nos. X 20 x700mm bolt having weight 7.7 kg ± 3%.
55	Providing and fixing of sword canopy type double armGI bracket upto 2 meter Long for 90mm A/F topoctagonal pole
56	Supply and fixing street light with high power LED of 3 to 6 Watt each on existing bracket assembled on single MCPCB and additional unique peanut lens on each LED, system lumens output with efficacy>120 lm/Watt. luminiare having color temp upto 6500K & 50000 hrs. burning life with minimum @ L 70, The colour renderingindex of LED light should be more than 70. Luminiare comprises of driver, PF> 0.95 & surge protection 10KV. Housing made of pressure die cast aluminium with heat resistant flat glass, IP65 protection. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347 i/cconnection wire, testing etc. to complete the job. 40Watt to 48Watt, color temp 3000-6500k as required.
57	Providing, Laying & Jointing of DWC (double wallcorrugated) PE Pipes of renowned duly tested inclusiveof all cost of inspection charges, transpotation charges,transit insuranse, loading/ unloading and stacking at site/store etc, complete. 100 mm / 120 mm
58	Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottomand side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications.Excavation by Mechanical Means
59	Construction of Embankment/Sub-grade/Earthen Shoulders with material obtained from other sources, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requirements given in Table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301 2 of the specifications complete.
60	Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. By Mixing Plant: For 53 mm maximum size
61	Construction of Dry Lean Cement Concrete Sub- Base Over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1 of the specifications, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than10 MPa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller,finishing and curing and as per Section 601 of specifications.
62	Dowel jointed, Plain Cement Concrete PavementConstruction of Dowel jointed, Plain Cement Concrete Pavement in M-30 Grade Concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC:15 and as per Section-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc.
63	Add extra for the cost of steel in dowel bar and tie bar etc. required as per design. Mild Steel dowel bars confirming to IS 432, grade I
64	Add extra for the cost of steel in dowel bar and tie bar etc. required as per design. HYSD tie bars of Fe 500 grade confirming to IS 1786
65	Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed oil. All kinds of soil
66	Transportation By Mechanical means including loading, unloading and stacking where ever necessary. 5km or Part thereof
67	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate
68	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
69	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Hot Rolled Deformed Bars
70	Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 300 mm dia piles
71	Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
72	Providing and applying plaster of paris putty of 1 mm thickness over plastered surface to prepare the surface even and smooth complete
73	Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
74	Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) 50 mm dia 6 Kg/sq.cm :
75	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
76	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00m apart and with 9 horizontal R.B.T. reinforced arbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-incharge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).
77	R.C.C. Standards post/ struts/rails/ poles of mix 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction Engineer-in-charge including fixing (cost of earth works in excavation, concrete works in foundation to be paid separately).
78	Providing and fixing G.I. chain link fabric fencing of required width and mesh size including strengthening with 2mm dia wire or nuts, bolts and washers as required complete with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer- in- charge. (Cost of post, painting, earthwork and CC to be paid separately)
79	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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
80	Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. By Mixing Plant: For 53 mm maximum size
81	Providing and laying factory made Coloured Chamfered Edge Cement Concrete Paver Blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding / laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 Cement Concrete in in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge. 80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.
82	Supplying, stacking and spreading of good earth for plantation at site including royalty and carriage earth measured in stacks will be reduced by 20% for payment.
83	Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment).
84	Supplying, stacking and spreading compost/manure from approved source, (manure measured in stacks will be reduced by 8% for payment)
85	Spreading only of Sludge manure or/and good Earth: Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately).
86	Providing and Laying Mexican/Zyosia carpet grass Turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with tools wooden (Durmuth) and then rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance for 30 days or more till the grass establishes properly, as per direction of Engineer-in-Charge.
87	Planting of Trees and their Maintenance for one Year(Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1 m deep dug in the ground, mixing the soilwith decayed farm yard/sludge manure, planting thesaplings, backfilling the trench, watering, fixing the treeguard and maintaining the plants for one year).
88	Supply, fixing & testing of approved make of LED integral type bollard cylindrical/square shape housing cast aluminium dome shape top cover fixed with cylindrical shape acrylic cover having base plate with holes for direct mounting complete with all accessories including preparation of foundation, fixing, connection etc. as required. LED of 1 to 3 Watt each assembled on single MCPCB, system lumens output with efficacy>90 lm/W. luminaire having color temp upto 6500K & 50000 burning hrs. life with minimum @ L 70, The colour rendering index of LED light should be more than 70. Luminiare, comprises of driver PF> 0.95 & surge protection 10KV. IP65 protection. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. Bollard LED 8-10 Watt cylindrical shape height > 700mm, color temp 3000-6000k
89	Honey Kota stone 15 - 25mm thick flooring with brushed finish over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of 1:4 cement mortar (1 cement : 4 course sand) (minimum size of kota stone 2.0 sqft)
90	Fabrication, supply, installation of Decorative Ornamental type highly purified cast iron Gates, Grills bhale, dhaal, talwaar, etc as per architectural design complete with red oxide Primer coat, painting with silver/ golden metallic colors and any required color, as per approved design by consultant / Engineer in charge (payment will be made as per weight of the complete unit)
91	Providing and fixing the Fabrication of 4 mm thick MS Sheet with CNC Cutwork including labor and material. Complete work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer. Complete work as per approved design by Architect and Engineer in charge.
92	Precasting and placing in position 125 mm diaBollards 600 mm high of required shape includingproviding M.S. Pipe Sleeve 50 mm dia 300 mmlong in the Bollard and M.S. Pipes 40 mm dia and450 mm long with 150x150x6mmM.S. plate welded at bottom and embedded150mm in cement concrete 1:3:6 (1 Cement : 3sand : 6 graded stone aggregate 20 mm nominalsize) including necessary excavation of size250x250x450mm deep for the same inbitumen/concrete pavement at specified spacing.
93	Beautification and art work through different type of artistic, heritage, graffiti, 3D, mandana etc painting work. (a) Providing and applying acrylic premium exterior paint with silicon additive required shade for smooth and proper colour shade. (b) Painting with deluxe multi surface paint to give an even shade with approved oil paint and enamal based. preparing design and painting work of prior approved design on the prepared wall with the complete satisfaction of authority. (Rates are inclusive of all labours tools and plant/ material/ transportation/ scaffolding and all type of taxes except GST)Beautification and art work through different type of artistic, heritage, graffiti, 3D, mandana etc painting work. (a) Providing and applying acrylic premium exterior paint with silicon additive required shade for smooth and proper colour shade. (b) Painting with deluxe multi surface paint to give an even shade with approved oil paint and enamal based. preparing design and painting work of prior approved design on the prepared wall with the complete satisfaction of authority. (Rates are inclusive of all labours tools and plant/ material/ transportation/ scaffolding and all type of taxes except GST) Complete work as per approved design by Architect and Engineer in charge.
94	Providing and laying 500x500x40mm thick Turf paver on 150mm thick sub grade of compacted bed of 20mm nominal size stone aggregate and base course with 50mm thick sand and filling joints with sand including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
95	Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel (ACP) Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:a) Structural analysis and design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades.The aluminium composite panel cladding sheet shall be coil coated, with kynar 500 based PVDF / fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material and labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places. 4 mm thick alumminium composite pannel material consisting of 3 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.5mm thick)
96	Multi Color Stone claddingProviding and fixing stone cladding in substructure & super structure upto all levels in epoxy & water based chemical adhesive. Including labour, transportation, scaffolding, centering, shuttering & pointing with epoxy & water based chemical adhesive with an admixture of pigment matching adjoining stone/design/pattern. The front face pattern shall be mixture of multicolor different shape, size & variety of cultured stones used in wall cladding. The stone cladding may be in various shape style size and colors as per the design requirements. Complete work as per instruction of engineer in charge and consultant.
97	Engraving/Embossing in Any kind of stoneProviding and fixing of stone with Engraving/Embossing in any kind of stone having variable thickness of stone as per requirement of upto 100 mm & engraving / Embossing thickness of upto 25 mm with CNC/ water cutting machine or hand crafting . Fixing of the stone with epoxy & water based chemical adhesive etc. Complete work including providing fixing stone, labour, transportation, scaffolding, centering, shuttering, and pointing with epoxy & water based chemical adhesive with admixture of pigment matching adjoining stone /design/pattern. Complete work as per instruction of engineer in charge & consultant.
98	Flooring with cobble stone of approx size 125x125x75 mm thick laid on 25 mm average thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per driection pf Engineer - in - charge.
99	Designing, providing and fixing the installation of water jet fountain including the material i.e. 13 nos fountain vertical jet nozzle,13 nos RGB LED light 12 w light nozzle mounted, 1 nos control panel and MCB and starter RGB controller and AC/DC controller, 1 nos Connecting material elbow t volve pvc material,1 nos 5 HP 3 phase submersible pump, 1 nos Send filer, Cable 4 core 1 set, Cable 3 core 1 set. The complete fountaion work shall be pressure tested on site. before finalization of all the fittings principal approval shall be taken. all the plumbing joints should be water tight along with pressure control valve to be provided seperately for each water jet. the setup includes waterproof electrical work for the pumps & lighting etc no extra payment should be done for electrical wiring or connections of fountaion. no extra payment should be done for plumbing work. Complete electrical, plumbing fountaion work as per instructions & approval from architect or engineer in charge.including all necessory civil work such as making pit, waterproofing and flooring etc. with 2 year maintenance and cleaning.
100	Supplying and fixing of Decorative MS pipe + Wooden sitting bench.All pipe first quality MIG welding machine after all joints & corner best grinding finish, sitting wooden width 70 mm & length 600 mm, thickness 20 mm with glossy polish (Touch wood) finish. Branded pipe shall be used like Apollo and Prakash surya ISI etc. (ISO 9001:2015 Certified company No.- AIPW12118/Q948. Spray paint first layer base epoxy primer & top coat black PU paint finish shall be used.Complete work as per approved design by Architect and Engineer in charge.
101	Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.oil. All kinds of soil
102	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate
103	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
104	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.above plinth level and up to floor two level excluding cost of centering, shuttering and reinforcement etc. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate
105	Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
106	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Hot Rolled Deformed Bars
107	Providing and laying non-pressure NP3 class (Medium duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand). 600 mm dia
108	Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete. 560 x 900 mm size extra heavy duty
109	Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete. 560 x 560 mm size extra heavy duty
110	Printing New LettersPrinting new letter of any shade with synthetic enamel paint black or any other approved colour to give an even shade including cost of paint etc. complete and as per relevant specifications. Letters commas and the like not to be measured and paid. Half letter shall be counted ashalf.(Background painting shall be paid separately) Hindi (Letters commas and the like not to be measured and paid. Half letter shall be counted as half)
111	Printing New LettersPrinting new letter of any shade with synthetic enamel paint black or any other approved colour to give an even shade including cost of paint etc. complete and as per relevant specifications. Letters commas and the like not to be measured and paid. Half letter shall be counted ashalf.(Background painting shall be paid separately) English and Roman letters
112	Retro-Reflectorized Traffic Signs Providing and fixing of Retro- Reflectorised cautionary, mandatory and informatory sign as per IRC:67 made Class B Type IV of high intensity grade sheeting vide Section 801.3 of the specifications,2 mm thick aluminium sheeting, 3 mm/4 mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of minimum 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per IRC:6790 cm equilateral triangle
113	Retro-Reflectorized Traffic Signs Providing and fixing of Retro- Reflectorised cautionary, mandatory and informatory sign as per IRC:67 made Class B Type IV of high intensity grade sheeting vide Section 801.3 of the specifications,2 mm thick aluminium sheeting, 3 mm/4 mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of minimum 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per IRC:67 60 cm equilateral triangle
114	Retro-Reflectorized Traffic Signs Providing and fixing of Retro- Reflectorised cautionary, mandatory and informatory sign as per IRC:67 made Class B Type IV of high intensity grade sheeting vide Section 801.3 of the specifications,2 mm thick aluminium sheeting, 3 mm/4 mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of minimum 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per IRC:67 60 cm circular
115	Retro-Reflectorized Traffic Signs Providing and fixing of Retro- Reflectorised cautionary, mandatory and informatory sign as per IRC:67 made Class B Type IV of high intensity grade sheeting vide Section 801.3 of the specifications,2 mm thick aluminium sheeting, 3 mm/4 mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of minimum 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per IRC:67 80 cm x 60 cm rectangular
116	Retro-Reflectorized Traffic Signs Providing and fixing of Retro- Reflectorised cautionary, mandatory and informatory sign as per IRC:67 made Class B Type IV of high intensity grade sheeting vide Section 801.3 of the specifications,2 mm thick aluminium sheeting, 3 mm/4 mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of minimum 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per IRC:67 60 cm x 45 cm rectangular
117	Retro-Reflectorized Traffic Signs Providing and fixing of Retro- Reflectorised cautionary, mandatory and informatory sign as per IRC:67 made Class B Type IV of high intensity grade sheeting vide Section 801.3 of the specifications,2 mm thick aluminium sheeting, 3 mm/4 mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of minimum 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per IRC:67 60 cm x 60 cm square
118	Retro-Reflectorized Traffic Signs Providing and fixing of Retro- Reflectorised cautionary, mandatory and informatory sign as per IRC:67 made Class B Type IV of high intensity grade sheeting vide Section 801.3 of the specifications,2 mm thick aluminium sheeting, 3 mm/4 mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of minimum 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per IRC:67 90 cm high octagon
119	Direction and Place Identification Signs up to 0.9 Sqm Size Board (Type XI)Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67 made of High Intensity grade sheeting Section 801.3 of specifications, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 Sqm fixed over back support frame of minimum 35 x 35 x 3 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB firmly fixed to the ground by means of properly designed foundation with M 25 grade cementconcrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
120	Direction and Place Identification Signs more than 0.9 Sqm Size Board (Type XI) Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67 made of High Intensity grade sheeting Section 801.3 of specifications fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 Sqm fixed over back support frame of min. 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
121	Retro Reflectorized Traffic signs sheeting on existing boards (Type XI )Providing and pasting on existing sign boards with high intensity MicroPrismatic Grade cube corner Sheeting (Type XI) vide clause IRC:67:2012 clause 6.7.4.3 & clause 801.3.4.3 of MoRTH with messages (legends, numerals, letters etc.,) & borders for the informatory & other sign boards shall be cut out from durable transparent overlay film or cut out from the same reflective sheeting only. Cut-outs shall be from durable transparent overlay materials as specified by the sheeting manufacturer and shall be bonded with the sheeting in the manner specified by the manufacturer and as directed by Engineer-in-Charge. Sheet shall be fixed on the existing board by degreasing either by acid or hot alkaline etching and all scale/ dirt removed to obtain smooth plain surface before application of high intensity grade cube corner retro reflective sheeting (Type XI) all complete. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer as per clause 6.9 of IRC:67:2012 & aconcrete. The ACM sheet shall be fixed to the post with minimum four number breakaway bolts & supported with a back support frame of 25mm x 25mm x 3mm angle. 7 years Warranty for Retro Reflective Sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC : 67-2012 & a certificate of having the sheeting tested for co-efficient of retro-reflection, specular gloss and fungus resistance, dy time colour and luminance, shrinakge, flexibility, linear removal, adhesion, Impact resistance, 3 year outdoor weathering and its having passed this test from an independent test lab as per clause 6.7 of IRC : 67-2012 for the product offered shall be submitted by the contractor. as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contractor.
122	Painting on New Concrete SurfacesPainting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per Section-800 of specifications and IRC:67 including cost of paint etc. complete.
123	Road Marking with Hot Applied Thermoplastic Compound with Retro-Reflectorizing Glass Beads Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per Section 803 of specifications.
124	Providing and laying at or near ground level Pre-cast kerb stone of M-25 grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete as per direction of Engineer-in-Charge.
125	Road DelineatorsSupplying and installation road delineators (road way indicators) as per Section 806 of the specifications. The structure shall be made in roll forming process having height of 800-900 mm above the ground level, width not less than 100 mm and shall extend not more than 200300 mm below the ground while being installed, buried or pressed in to the ground in confirmation with IRC:79, are as directed by the Engineer-in-Charge. The guide post with pure polyester powder coating with minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting confirming to IRC:67 and ASTMD-4956 shall be pasted on both sides complying to IRC:79. The delineator should consist of minimum retro reflective unit exposed area of 330 cm2 white colour, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC:67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI label specification. The delineator shall have grooves across the- length to make the reflective sheets vandal-proof.
126	Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.oil. All kinds of soil
127	Transportation By Mechanical means including loading, unloading and stacking where ever necessary Excavated Earth 5km or Part thereof
128	Supplying and filling in plinth under floors including,watering, ramming consolidating and dressing complete. Moorum/Hard copra
129	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate
130	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
131	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.above plinth level and up to floor two level excluding cost of centering, shuttering and reinforcement etc. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
132	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor two level excluding the cost of centering, shuttering and reinforcement with Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
133	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Hot Rolled Deformed Bars
134	Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete
135	Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
136	Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Suspended floors, roofs, landings, balconies and access platform
137	Excavation for pipe laying (exceeding 30 cm in depth) including disposal of excavated earth with all lift and lead up to 50 m, disposed earth to be levelled and neatly dressed. All kinds of soil
138	Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE)\ confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) 315 mm dia 8 Kg/sq.cm
139	Providing and laying Bend 90ْ confirming to IS specifications. 315 mm dia 8 Kg/sq.cm
140	Providing and laying Bend 45ْ confirming to IS specifications. 315 mm dia 8 Kg/sq.cm
141	Providing and laying Equal Tee confirming to IS specifications. 315 mm dia 8 Kg/sq.cm
142	Providing and laying Pipe end confirming to IS specifications. 315 mm dia 8 Kg/sq.cm
143	Providing and laying Reducer 8 kg/sq.cm : confirming to IS specifications. 315 mm dia 8 Kg/sq.cm
144	Providing butt fusion welded joint/jointing by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed) 315 mm dia
145	Providing and laying End Cap confirming to IS specifications. 315 mm dia 8 Kg/sq.cm
146	Providing, Supplying and laying Blue MDPE (medium density polyethylene) pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like CIPET (India) and other recognised agencies for usage in Drinking Water System. The cost shall include testing of all materials, Inspection charges, transportation upto site,transit insurance, loading, unloading, stacking etc. complete. 20 mm dia
147	Providing, Supplying and laying Blue MDPE (medium density polyethylene) pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like CIPET (India) and other recognised agencies for usage in Drinking Water System. The cost shall include testing of all materials, Inspection charges, transportation upto site,transit insurance, loading, unloading, stacking etc. complete. 25 mm dia
148	Providing, Supplying and fixing of Electro Fusion Tapping Ferrule (Branch Tapping Saddle) female BSP Threaded with SS 304 insert fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE 100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR 11 with min PN 12.5 rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. 63x15mm
149	Providing, Supplying and fixing of Electro Fusion Tapping Ferrule (Branch Tapping Saddle) female BSP Threaded with SS 304 insert fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE 100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR 11 with min PN 12.5 rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. 63x20mm
150	Providing, Supplying and fixing of Electro Fusion Tapping Ferrule (Branch Tapping Saddle) female BSP Threaded with SS 304 insert fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE 100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR 11 with min PN 12.5 rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. 315x20mm
151	Providing, Supplying and fixing of Electro Fusion Tapping Ferrule (Branch Tapping Saddle) female BSP Threaded with SS 304 insert fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE 100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR 11 with min PN 12.5 rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. 315x20mm
152	Providing, Supplying and fixing of Compression fittings, PN16 rated in conformation to ISO:14236-2000 and shallbe tested as per ISO:3459, ISO : 3501 & ISO: 3503, suitable for drinking water & approved by certified agencies, in food grade polypropylene and shall be inclusive of all cost of inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Metal inserted Compression FemaleThreaded Adaptor with SS 304 Material 20x15mm
153	Providing, Supplying and fixing of Compression fittings, PN16 rated in conformation to ISO:14236-2000 and shallbe tested as per ISO:3459, ISO : 3501 & ISO: 3503, suitable for drinking water & approved by certified agencies, in food grade polypropylene and shall be inclusive of all cost of inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Metal inserted Compression FemaleThreaded Adaptor with SS 304 Material 25x20mm
154	Providing, Supplying and fixing of Compression fittings, PN16 rated in conformation to ISO:14236-2000 and shallbe tested as per ISO:3459, ISO : 3501 & ISO: 3503, suitable for drinking water & approved by certified agencies, in food grade polypropylene and shall be inclusive of all cost of inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Metal inserted Compression Male ThreadedAdaptor with SS 304 Material 20x15mm
155	Providing, Supplying and fixing of Compression fittings, PN16 rated in conformation to ISO:14236-2000 and shallbe tested as per ISO:3459, ISO : 3501 & ISO: 3503, suitable for drinking water & approved by certified agencies, in food grade polypropylene and shall be inclusive of all cost of inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Metal inserted Compression Male ThreadedAdaptor with SS 304 Material 25x20mm
156	Providing, Supplying and fixing of Compression fittings, PN16 rated in conformation to ISO:14236-2000 and shallbe tested as per ISO:3459, ISO : 3501 & ISO: 3503, suitable for drinking water & approved by certified agencies, in food grade polypropylene and shall be inclusive of all cost of inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Compression 90 Deg. Elbow threaded maleoff take in Metal 20x15mm
157	Providing, Supplying and fixing of Compression fittings, PN16 rated in conformation to ISO:14236-2000 and shallbe tested as per ISO:3459, ISO : 3501 & ISO: 3503, suitable for drinking water & approved by certified agencies, in food grade polypropylene and shall be inclusive of all cost of inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Compression 90 Deg. Elbow threaded maleoff take in Metal 25x20mm
158	Providing, Supplying and fixing of Compression fittings, PN16 rated in conformation to ISO:14236-2000 and shallbe tested as per ISO:3459, ISO : 3501 & ISO: 3503, suitable for drinking water & approved by certified agencies, in food grade polypropylene and shall be inclusive of all cost of inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Compression 90 Deg. Elbow threadedFemale off take in Metal 20x15mm
159	Providing, Supplying and fixing of Compression fittings, PN16 rated in conformation to ISO:14236-2000 and shallbe tested as per ISO:3459, ISO : 3501 & ISO: 3503, suitable for drinking water & approved by certified agencies, in food grade polypropylene and shall be inclusive of all cost of inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Compression 90 Deg. Elbow threadedFemale off take in Metal 25x20mm
160	Providing, Supplying and fixing of PVC Ball Valves in PN16 rating with one end compression using Blue colour compression nut in polypropylene material & other end with female threads conforming to ISO:4422-4, certified from certified agencies suitable for food products & drinking water, female threads in accordance with ISO:7/BS:21/ IS: 554 and shall be inclusive of all cost of testing of all materials, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. complete. 20x15mm
161	Providing, Supplying and fixing of PVC Ball Valves in PN16 rating with one end compression using Blue colour compression nut in polypropylene material & other end with female threads conforming to ISO:4422-4, certified from certified agencies suitable for food products & drinking water, female threads in accordance with ISO:7/BS:21/ IS: 554 and shall be inclusive of all cost of testing of all materials, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. complete. 25x20mm
162	Providing, Supplying and fixing of Clamp Saddle (DI Strap Saddle) for House Service connections from metal pipe Water Distribution mains shall be of fastened strap type with threaded outlet for service connection. Clamp Saddle shall be suitable for nominal size of distribution mains pipe line. The strap shall be elastomer coated (insulated) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. The saddle shall be single strap type upto pipe sizes of NB 600 and service outlet 15mm, 20mm & 25mm. Fasteners shall be of threaded nut- bolt- washer type. The sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. The seal shall be of elastomer type, suitable for all potable water application. The material of construction of the body, straps, fasteners etc, shall be of non corrosive material such as engineering plastic (PE/PP) or stainless steel or a combination of both. 80 NB x 15mm, 20mm, 25mm
163	Providing, Supplying and fixing of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR11 with min PN 12.5\ rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. Electro Fusion Coupler 20mm
164	Providing, Supplying and fixing of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR11 with min PN 12.5\ rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. Electro Fusion Equal Tee 20mm
165	Providing, Supplying and fixing of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR11 with min PN 12.5\ rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. Electro Fusion Equal Tee 25mm
166	Providing, Supplying and fixing of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR11 with min PN 12.5\ rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. Electro Fusion Elbow 90 Deg. 20mm
167	Providing, Supplying and fixing of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR11 with min PN 12.5\ rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. Electro Fusion Elbow 90 Deg. 25mm
168	Providing, Supplying and fixing of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR11 with min PN 12.5\ rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. Electro Fusion Reducer 25x20mm
169	Providing, laying, jointing & testing of socket & spigotcentrifugally cast (Spun) Ductile Iron pressure pipes withinside cement mortar lining (class K-9) with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including testing of joint 400 mm diameter
170	Jointing DI pipes class K-7 and K-9 including testing of joints and cost of jointing materials (rubber ISI marked Gasket (push on) joint as per IS-5382/85 and soap solution etc.) 400 mm diameter
171	Providing, Laying & Testing Ductile Iron Double Socket 90° Bends conforming to IS-9523/2000 having dimension as per table 15 of IS-9523/2000 in the following nominaldiameter/sizes with external bitumen coating and internalcement mortar lining. 400 mm
172	Providing & Laying Ductile Iron Double Socket 45° Bendsconforming to IS-9523/2000 having dimension as per table 16 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 400 mm
173	Providing & Laying Ductile Iron All socket Tees conformingto IS-9523/2000 having dimension as per table 21 of IS-9523/2000 in the nominal diameter/sizes with externalbitumen coating and internal cement mortar lining withfinishing as per clause 13 of IS-9523/2000. (All sizes in mm) 300x300
174	Providing & Laying Ductile Iron Double Socket branchflange Tee conforming to IS-9523/2000 having dimension asper table 21 of IS-9523/2000 in the nominal diameter/sizeswith external bitumen coating and internal cement mortarlining with finishing as per clause 13 of IS-9523/2000. (Allsizes in mm) 400x300 Tees
175	Providing & Laying Ductile Iron Double Socket Reducerconforming to IS-9523/2000 having dimension as per table 21 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000. (All sizes in mm) 300x150
176	Providing & fixing of Cast iron double flanged sluice valvesas per I.S.:14846-2000 fitted with cast iron cap includingjointing & testing with cost of jointing material such as bolts,nuts, rubber insertions etc. all complete 300mm dia
177	Providing & fixing following ductile iron doubleflanged check valve without damper (non-return valve)including jointing & testing with cost of jointing material suchas bolts, nuts and rubber insertion all complete.400 mm dia
178	Providing & fixing cast iron double air valves, flangedwithout in-built isolating valve as per IS : 14845-2000including jointing & testing with cost of jointing material andrubber insertion all complete 100 mm dia
179	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work 15 mm nominal outer dia .Pipes.
180	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal outer dia .Pipes.
181	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal outer dia .Pipes.
182	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal outer dia Pipes.
183	Providing and fixing medium grade G.I. pipes medium class (ISI mark) complete with G.I. fittings (ISI mark) and clamps, including cutting and making good the walls etc. Internal work – Exposed on wall. 15 mm dia. nominal bore
184	Providing and fixing medium grade G.I. pipes medium class (ISI mark) complete with G.I. fittings (ISI mark) and clamps, including cutting and making good the walls etc. Internal work – Exposed on wall. 20 mm dia. nominal bore.
185	Providing and fixing medium grade G.I. pipes medium class (ISI mark) complete with G.I. fittings (ISI mark) and clamps, including cutting and making good the walls etc. Internal work – Exposed on wall. 25 mm dia. nominal bore
186	Providing and fixing medium grade G.I. pipes medium class (ISI mark) complete with G.I. fittings (ISI mark) and clamps, including cutting and making good the walls etc. Internal work – Exposed on wall. 32 mm dia. nominal bore Please Enable Macros to View BoQ information

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Tender For Development And Beautification Of Central Divider, Green Belt, Service Lane And Other Necessary Work Of Mr 2 Road From Nanakheda Bus Stand To Dewas Road, Ujjain, Ujjain-Madhya Pradesh

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Tender For Development And Beautification Of Central Divider, Green Belt, Service Lane And Other Necessary Work Of Mr 2 Road From Nanakheda Bus Stand To Dewas Road, Ujjain, Ujjain-Madhya Pradesh

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