Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Excavation
Eprocure
Opening Date13 Sep 2024
Closing Date26 Oct 2024
Tender Amount₹ 1,10,32,933
Costs
EMD
₹ 2,21,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Kmc/dg (s_d)/ndmf/24-25/pond5 (civil Works)
Description
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Contact
Tender Id
2024_KMC_750030_1Bid Award Id
ViewTender No
KMC/DG (S_D)/NDMF/24-25/POND5 (CIVIL WORKS)Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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BOQ Items
CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.4 Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per directionj of E-I-C
3
5601
1867
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. III. EVENT MANAGEMENT : 2) Hire and labour charges for 100 mm dia bamboo railing on Jhau/Eucalyptus post 1.40 m above G.L and 0.60 m below G.L tied strongly with bamboo railing with coir rope, digging holes for posts in any sort of soil or concrete surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer- in- charge after removing the barricade. (Cost of restoration to be paid separately). (a) 100 mm. dia bamboo railing and 150 mm. dia. Jhaubullah/Eucalyptus posts @ 1.80 m. apart. (i) Railing with 4 rows. ( 1st Corrigenda & addenda dated 08.01.2018)
40.5
3928
97
SITE CLEARANCE 2.14 Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (I) By Manual Means a) Bituminous Courses
4.1
2565
625
EARTHWORK FOR RIVERS, CHANNELS, CANALS, EMBANKMENTS ETC.1.15 Earthwork in excavation or re-excavation of drainage channels / rivers in all kinds of soil including silt, sand, slush etc. mixed with all sorts of Industrial wastes, sewages, municipal garbage, carcasses, tannery effluents, jungles, bushes, semi-solid / solid campact mass, water hyacinth, cowdung deposits, decomposed vegetations, polythenes, brick bats, gravels, stone ballast, crates, remnant of bullah and bamboo pins etc. by means of suitable excavator mounted on pontoon (min. depth of water 0.75 metre) specially made to suit the site condition in tidal or non-tidal channel / river and carrying of the excavated materials to suitable locations of the channel / river bank from the point of excavation by diesel machine operated boats or similar arrangements in a manner suited for the purpose and placing the excavated materials from the boat etc. on the top of the bank in case of disposal at suitable places arranged by the agency at his own cost, on the bank at available locations having distances from the point of re- excavation as shown below, by means of excavators or any other machines or manually as may be required, including all lifts. Measurement : By Pre-work and Post- work level sections. Pre-work level for the existing bed of the channel / river is to be taken by displacing water hyacinth and all other floating materials including compact masses, carcasses etc. and for which no extra payment will be made. Post-work level section will be taken only when a stretch of at least 300 metre is completed and the said post-work will be taken within 7 days after completion of excavation in that reach.(a) For distance 0 to 50 metre from the point of re-excavation to the placing point on the bank.
5167.18
878420
170
BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 3. Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
102.87
7976
77.54
BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 13. Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
5522.21
916687
166
BUILDING WORKS(N) THATCH, MUD AND BAMBOO WORKS.(B). MAINTENANCE WORKS?(11)Bamboo pile walling made of 65 mm to 75 mm dia. Bamboo (in single line) driven about half length into the ground at very close spacing side by side including necessary bamboo stays, ties, runners etc and lining the exposed portion with sheets made form cut-drums fitted and fixed complete as per direction. (Payment to be made on length of wall(c) With bamboos of length above 2.40 m. and up to 3.00 m. each
307
370549
1207
MATERIALS AND LABOUR 1. Building (A) Materials delivered and stacked at site: 6)d)Silver Sand. Note: 1. The above rates are inclusive of all charges such as Royalty, Supervision Charges, etc. and also include allowance for sinkage, as applicable, and/or shrinkage and 10% Contractor?s Profit but exclusive of GST
28.8
23040
800
PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS AND OTHER FLOOD PROTECTIVE MEASURES 2.24.Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
1228.57
7371
6
PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS AND OTHER FLOOD PROTECTIVE MEASURES 2.27.Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/bag
1228.57
8600
7
PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS AND OTHER FLOOD PROTECTIVE MEASURES 2.29.Dumping in position earth / sand filled gunny / poly bags (capacity 50kg) within a lead of 30 metre inclusive of all lifts.
1228.57
3685
3
BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 4. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand(5th Corrigenda & addenda dated 16.04.2019)
64.33
84730
1317.14
BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( 3rd Corrigenda & addenda dated 04.06.2018)
336.26
121389
361
BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion. ( 3rd Corrigenda & addenda dated 04.06.2018)
28.58
136091
4761
BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth. ( 3rd Corrigenda & addenda dated 04.06.2018)
114.51
650664
5682
BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor. ( 3rd Corrigenda & addenda dated 04.06.2018)
8.57
50598
5905
BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 16. 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. ( 3rd Corrigenda & addenda dated 04.06.2018)
383.84
282508
736
SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar (a) 20 mm thick plaster(3rd Corrigenda & addenda dated 04.06.2018)
1016.99
197295
194
SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 15 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
360.24
12248
34
ORDINARY CEMENT CONCRETE ( MIX 1:1.5:3 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018)
27.17
168911
6216
BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36...Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Notes:- For shuttering in shell roof, grid roof with vertical faces folded plate, arched roof the rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by 100 % . For grid roof with splayed faces, rate is to be increased by 150%.
189.51
63485
335
BUILDING WORKS ( C ) Brickworks,Concrete Works etc.40..Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.I. SAIL/ TATA/RINL. (10th Corrigenda & addenda dated 22.01.2020)
2.58
156509
60580
PROVIDING FITTING AND FIXING STAINLESS STEEL (GRADE 304) GATE (SINGLE/ DOUBLE LEAF) MADE OF SS 304 MEMBERS, PLATES ETC., INCLUDING WELDING, GRINDING, BUFFING, POLISHING AND MAKING CURVATURE (WHEREVER REQUIRED) AND FITTING THE SAME WITH NECESSARY STAINLESS STEEL NUTS AND BOLTS COMPLETE, INCLUDING FIXING THE RAILING WITH NECESSARY ACCESSORIES & STAINLESS STEEL DASH FASTENERS , STAINLESS STEEL BOLTS ETC., OF REQUIRED SIZE, ON MASONRY OR CONCRETE WITH SUITABLE ARRANGEMENT AS PER APPROVAL OF ENGINEER-IN-CHARGE. PAYMENT TO BE MADE ON THE WEIGHT OF FINISHED GATE.
560
331850
592.59
BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 13. (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25%for each addl. floor above 4th floor) (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. (MODE OF MEASUREMENT):-The weight of grill per sq.m. will be determined by taking thephysical weight of fabricated grill and dividing the same by covered area of the same. N.B. No shop priming will be allowed to facilitate inspection of workmanship. Weight of grill is to be taken after final grinding and finishing the weld.
74.68
540568
7238
SECTION 1. ------------BUILDING WORKS (J)WHITE WASH, COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 8 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats [This item to be done under specific instruction of the Superintending Engineer]N.B.:-Extra for each additional floor in external walls refer item 1 of subhead C
637.43
28748
45.1
SECTION 1. ------------BUILDING WORKS (K) PAINTING, VERNISHING ETC A. ORIGINAL WORKS 1 (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc (This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.)
312.75
9069
29
BUILDING WORKS (K) PAINTING, VERNISHING ETC?(A) ORIGINAL WORKS.(2)(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)
312.75
24707
79
BUILDING WORKS (D) Flooring A. ORIGINAL WORKS 32. Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns,wall, facia etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixtureof pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete. Area of each Granite slab 0.6 upto 1.0 square metre. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] (3rd Corrigenda & addenda dated 04.06.2018)
91.88
213437
2323
SUPPLYING AND LAYING FACTORY MADE 80MM THICK CHAMFERED EDGE CEMENT CONCRETE GRASS PAVER (CONCRETE GRADE: M35) BLOCKS OF SIZE 400MMX400MM (MAXM.) AS PER RELEVANT I.S. CODE WITH APPROVED COLOUR, DESIGN & PATTERN. OVER 218MM THICK. CONSOLIDATED JHAMA METALS (40MM GRADE) OVER 218MM THICK CONSOLIDATED STONES AGGREGATE WITH 90-45 MM SIZE (2.70 CUM / 10 SQM) FOOTPATH, PATHWAYS, DRIVEWAYS OR LIGHT TRAFFIC PARKING ETC. OF REQUIRED STRENGTH, THICKNESS & SIZE / SHAPE, MADE BY TABLE VIBRATORY METHOD USING PU MOULD, LAID IN REQUIRED COLOUR & PATTERN OVER 50MM THICK COMPACTED BED OF SAND, COMPACTING AND PROPER EMBEDDING/ LAYING OF INTER LOCKING PAVER BLOCKS INTO THE SAND 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 ALL MACHINERIES, CARRIAGE, LABOUR CHARGES, TOOLS & PLANTS, STACKING MATERIALS AT SITE COMPLETE ALL AS PER DIRECTION OF ENGINEER-IN-CHARGE (INCLUDING COST OF SAND BUT EXCLUDING COST OF SUB BASE)
300.17
338736
1128.49
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
22.51
43784
1944.9
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 5. Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials. Planting hedge plants in two rows at 30cm apart.
239.68
8460
35.3
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 6.Maintenance of hedge for one year including application of necessary pesticide, farm yard manure, replacement of damaged hedge plant by new one complete in all respect as per instruction of Engineer-in-charge. This includes supply of labour, tools & plants including materials.
239.68
28210
117.7
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 7.Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
71
8307
117
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 8.Maintanance of trees for one year (Avenue Plants) including watering, trimming, manuring, spraying insecticide and guarding as required. This includes supply of labour, tools & plants including materials.
36
17172
477
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 9) Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. i) Furcaria veriegated 10-12 leaves in height 20-30cm in earthen pots of size 25cm.
300
48600
162
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 9) Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. iv) Rangon hi-breed healthy plant.
300
6900
23
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 9) Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. vi) Duranta healthy plant of big size
300
7500
25
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 9) Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. ix) Ficus bengalensis (variegated) of height 60-75cm in earthen pots size 30cm
300
55500
185
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 9) Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. xiii) Ficus regnold well branched (bushy) of height 120cm- 135cm in cement pots of size 35cm.
300
42600
142
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 9) Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. xix) Bougainvillea (name variety, bushy plants, full bloom) of height 90cm-60cm in cement pots of size 30cm.
300
30900
103
SUPPLYING PLANTS, SHRUBS INCLUDING TRANSPORTATION, PLANTATION AT SITE WITHIN K.M.C. AREA INCLUDING ALL LABOURS, TOOLS AND PLANTS, MANURING, EXCLUDING TAXES ETC. ALL COMPLETE FOXTAIL PALM (HEIGHT NOT LESS THAN TEN FEET.)
70
157500
2250
SUPPLYING PLANTS, SHRUBS INCLUDING TRANSPORTATION, PLANTATION AT SITE WITHIN K.M.C. AREA INCLUDING ALL LABOURS, TOOLS AND PLANTS, MANURING, EXCLUDING TAXES ETC. ALL COMPLETE JUNIPRUS (HEIGHT NOT LESS THAN THREE FEET.)
60
27000
450
SUPPLYING PLANTS, SHRUBS INCLUDING TRANSPORTATION, PLANTATION AT SITE WITHIN K.M.C. AREA INCLUDING ALL LABOURS, TOOLS AND PLANTS, MANURING, EXCLUDING TAXES ETC. ALL COMPLETE KAMINI (HEIGHT NOT LESS THAN ONE FEET.)
150
5700
38
SUPPLYING PLANTS, SHRUBS INCLUDING TRANSPORTATION, PLANTATION AT SITE WITHIN KMC AREA INCLUDING ALL LABOURS, TOOLS AND PLANTS, ONE SPLIT BAMBOO STICK FOR RIGIDLY FIX UP THE PLANT, MANURING, EXCLUDING TAXES AS APPLICABLE ETC. ALL COMPLETE LARGE LEAF MEHAGONY (HEIGHT NOT LESS THAN FOUR FEET)
50
9500
190
SUPPLYING PLANTS, SHRUBS INCLUDING TRANSPORTATION, PLANTATION AT SITE WITHIN KMC AREA INCLUDING ALL LABOURS, TOOLS AND PLANTS, ONE SPLIT BAMBOO STICK FOR RIGIDLY FIX UP THE PLANT, MANURING, EXCLUDING TAXES AS APPLICABLE ETC. ALL COMPLETE GANGABARDHAN COCONUT (HEIGHT NOT LESS THAN FOUR FEET)
40
8600
215
SUPPLYING PLANTS, SHRUBS INCLUDING TRANSPORTATION, PLANTATION AT SITE WITHIN KMC AREA INCLUDING ALL LABOURS, TOOLS AND PLANTS, ONE SPLIT BAMBOO STICK FOR RIGIDLY FIX UP THE PLANT, MANURING, EXCLUDING TAXES AS APPLICABLE ETC. ALL COMPLETE DWARF NEEM (HEIGHT NOT LESS THAN FOUR FEET)
40
7800
195
SUPPLYING PLANTS, SHRUBS INCLUDING TRANSPORTATION, PLANTATION AT SITE WITHIN KMC AREA INCLUDING ALL LABOURS, TOOLS AND PLANTS, ONE SPLIT BAMBOO STICK FOR RIGIDLY FIX UP THE PLANT, MANURING, EXCLUDING TAXES AS APPLICABLE ETC. ALL COMPLETE WEEPING DEODAR (HEIGHT NOT LESS THAN FOUR FEET)
40
9120
228
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. I. HORTICULTURE: 4.Supplying and fixing grasses tiles of grass Maxican Carpet/Selection No. 1 Healthy & fresh grasses (size 1'x1' or bigger) including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from wees and fit for mowing including supplying good earth as required by Engineer-in-charge. (Rate includes supply of labour, tools & plants including materials)
331.35
66740
201.42
ANALYSIS OF RATE FOR " SITTING ARRANGEMENT OF SIZE 1800MM X 500 MM WITH RAISED BACK.
6
147402
24567
BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 22. Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge.Weight of Strainless Steel railing per metre 6.5 Kg (approx)
20
119480
5974
SUPPLYING, STACKING, LOWERING , PLACING, LAYING THE CLAY TILES ( AS PER I.S: 654:1992) SIDE BY SIDE IN PROPER POSITION HORIZENTALLY ALONG SLOPE BED FOR EMBANKMENT PROTECTION WORK INCLUDING FILLING THE INTERMEDIATE GAP BETWEEN ADJACENT TILES WITH SOFT LOAMY CLAY MORTER INCLUDING HIRE AND LABOUR CHARGES WITH NECESSARY TOOLS & PLANTS ETC. ON STILL WATER BODY UPTO A DEPTH OF 1.50 METER FROM EXISTING GROUND LEVEL ALL COMPLETE AS PER DIRECTION OF ENGINEER -IN -CHARGE.
1645.98
986271
599.2
SUPPLYING, STACKING, LOWERING , PLACING, LAYING THE CLAY TILES ( AS PER I.S: 654:1992) SIDE BY SIDE IN PROPER POSITION HORIZENTALLY ALONG SLOPE BED FOR EMBANKMENT PROTECTION WORK INCLUDING FILLING THE INTERMEDIATE GAP BETWEEN ADJACENT TILES WITH SOFT LOAMY CLAY MORTER INCLUDING HIRE AND LABOUR CHARGES WITH NECESSARY TOOLS & PLANTS ETC. ON STILL WATER BODY UPTO A DEPTH OF 1.50 METER FROM EXISTING GROUND LEVEL ALL COMPLETE AS PER DIRECTION OF ENGINEER -IN -CHARGE. 1 B) FOR DEPTH BEYOND 1.50 METER AND UP TO 3.00 METER 10% ON ABOVE RATE SHOULD BE ADDED EXTRA,
470.28
309970
659.12
PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS AND OTHER FLOOD PROTECTIVE MEASURES 2.83.Supplying at site and laying in position UV stabilized needle punched, stapled fibre / continuous filament polypropylene non-woven geotextile of 300 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of ...Specification for Works... in the USoR shall be reproduced and included in the tender document as ...Specification and Special Terms & Conditions for Geotextile... in case of use of this item in the estimate.
1759.01
343006
195
PROVIDING AND FIXING STAINLESS STEEL (GRADE 304) RAILING OF APPROVED DESIGN MADE OF HOLLOW SQUARE TUBES OF SIZE 20X20X1.5MM FOR VERTICAL POSTS, TOP & BOTTOM MEMBER AND 12X12X1.5MM SQUARE TUBES FOR INNER SIDE MEMBERS, PLATES ETC., INCLUDING WELDING, GRINDING, BUFFING, POLISHING AND MAKING CURVATURE (WHEREVER REQUIRED) AND FITTING THE SAME WITH NECESSARY STAINLESS STEEL NUTS AND BOLTS COMPLETE, INCLUDING FIXING THE RAILING WITH NECESSARY ACCESSORIES & STAINLESS STEEL DASH FASTENERS , STAINLESS STEEL BOLTS ETC., OF REQUIRED SIZE, ON MASONRY OR CONCRETE WITH SUITABLE ARRANGEMENT AS PER
443.65
307081
692.17
COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET bore dia in mm 600 thickness in mm 85 standard length in m. 2.5
5
39480
7896
Laying of R.C.C. pipe with spigot ... socket/Roll on jointed pipe, lowering the same into the trench laying on the bed in trenches in prescribed gradient, depth and alignment, filling the end grooves with necessary bitumastic compound, filling caulking space with tarred gasket or with rubber gasket of appropriate size & covering with cement mortar (1:2) & testing the joints etc. complete as per drawing, specification including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in-charge.(Payment to be made on the basis of actual finished length of the pipe line). A) Class NP-3 Pipe m) 600 mm. dia.
12.16
4049
333
25.Construction of manhole with chamber of size as given below as per requirement and 600mm X 600mm. (inside measurement) square shaft, with cement brick work (1:4) over 150 mm. thick jhama cement concrete (1:4:8) bed, over a layer of brick flat soling including providing 150mm. thick R.C.C.slab with ordinary concrete (mix 1:1.5:3) with reinforcement as per standard drawing over the chamber, brick-on-edge flooring with ordinary cement concrete (mix 1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine with 1.5mm. thick neat cement in the inside walls and invert including supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T.load bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I.steps (4 Kg. each) including cutting hard crust, excavation, de-watering, back filling and removal of spoils but excluding shoring complete as per standard drawing.(Depth of invert shall not be less than 1.80M below G.L. With 375 mm. thick brick work b) Above 400 mm to 600 mm dia having internal size (1500mmx1100mm)
1
57264
57264
25.Construction of manhole with chamber of size as given below as per requirement and 600mm X 600mm. (inside measurement) square shaft, with cement brick work (1:4) over 150 mm. thick jhama cement concrete (1:4:8) bed, over a layer of brick flat soling including providing 150mm. thick R.C.C.slab with ordinary concrete (mix 1:1.5:3) with reinforcement as per standard drawing over the chamber, brick-on-edge flooring with ordinary cement concrete (mix 1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine with 1.5mm. thick neat cement in the inside walls and invert including supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T.load bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I.steps (4 Kg. each) including cutting hard crust, excavation, dewater-ing, back filling and removal of spoils but excluding shoring complete as per standard drawing.(Depth of invert shall not be less than 1.80M below G.L.)Average depth of invert 2.5m. below G.L.iv)Addition or reduction to rate ofmanhole as per above item for each addition or reduction in depth of 150mm. or part thereof. With 375mm. thick brick work (Depth of invert should not exceed 3.00M.)b) Above 400 mm to 600 mm dia having internal size (1500mmx1100mm)
3
4992
1664
Hire and labour charges for 5 cm. thick close timbering with planks battens, runners struts etc. complete removing them incl. penetration of shoring as per direction of the Engineer-in-Charge. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed) a) Beyond 1.0 M. upto 2.0 M trench width . depth upto 6.00 M below G.L.
116.09
84397
727
PLUMBING WORKS (A)-(II) G.I. PIPE WORKS AND FITTINGS 2. Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately) (iii) 25 mm dia. medium quality
10
3190
319
CHAPTER - VII MISCELLANEOUS ITEMS Dewatering by pumps including all leads, lifts and making all arrangements of disposal. where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage. breakage and making wet connections. [Note ;- In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor]
1880
62040
33
CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF MACHINERIES 8.27Hire charges of moveable type mounted earth excavator having minimum cutter size (1.0 cubic meter) & loader size (2.0 meter length x 0.75m width) for cutting & removal of any kind of soil, spoli etc. including cost of fuel, lubricants & manpower etc. in Water Supply Works. [ This item will be operated on prior permission from the concerned SE/Dy. Chief Engineer] For minimum engagement of 8 hrs. In a day
2
17902
8951
BUILDING WORKS(P) SOLING, EDGING AND METALLING??(1)Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(d) Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm)
26.43
23573
892
BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 13. (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25%
25.2
177559
7046
BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 1. M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length,fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m
0.17
9991
60276
SECTION 1. ------------BUILDING WORKS (K) PAINTING, VERNISHING ETC A. ORIGINAL WORKS 1 (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. (This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.)
20.51
779
38
SECTION 1. ------------BUILDING WORKS (K) PAINTING, VERNISHING ETC A. ORIGINAL WORKS 2 (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(a) On timber or plastered surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)
20.51
1661
81
BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(6)Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement.(ii) 25 mm. thick.(Add extra @1.5% for each addl. floor upto 4th floor and @1.75% for each additional floor above 4th floor for item No.5 and 6 of subhead A).
4.32
1162
269
PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS AND OTHER FLOOD PROTECTIVE MEASURES 2.32.Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site.
200
1200
6
PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS AND OTHER FLOOD PROTECTIVE MEASURES 2.01 Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.(ii) 12.5 cm av. Diameter Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.
750
108750
145
PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS AND OTHER FLOOD PROTECTIVE MEASURES 2.02 Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.(ii) 12.5 cm av. diameter
750
69000
92
MANUFACTURING, SUPPLY, DELIVERY, INSTALLATION & COMMISSIONING OF NEW SS PENSTOCK GATES COMPLETE WITH COMPATIBLE ACCESSORIES AS PER FOLLOWING SPECIFICATION SIZE (WIDTH X DEPTH) IN MM X MM. ARE GIVEN BELOW. FOR THOSE PENSTOCK GATES, AWWA: C513/C561 MAY BE REFERED. DOOR/SHUTTER : STAINLESS STEEL, ASTM A240, TP304
1
61073
61073
MANUFACTURING, SUPPLY, DELIVERY, INSTALLATION & COMMISSIONING OF SUPPORTING STRUCTURE (FABRICATED ISMC OF SIZE: 300MM X 300 MM X 10 MM). MOC: STAINLESS STEEL, ASTM A240, TP304
6
17775
2962.5
MANUFACTURING, SUPPLY, DELIVERY, INSTALLATION & COMMISSIONING OF BASE PLATE OF SIZE: 400MM X 400MM X 12 MM THICK. MOC : STAINLESS STEEL, ASTM A240, TP304
0.16
738
4612.5
BUILDING WORKS (E) ROOFING, SHEET WALLING &WATERPROOF TREATMENT . A. ROOFING & SHEETWALLING 14. Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make
4.84
3809
787
Estimated amount
-
-
-
9% SGST
1
833163
833163
9% CGST
1
833163
833163
1% CESS
1
109236
109236.96
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