Kolkata Municipal Corporation Tender

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(a) With bamboos of length between 1.20 m. and 1.80 m. each.

SUPPLING AT SITE GEOTEXTILE BAGS OF SIZE 1.00 M X 0.70M USING UV STABILIZED NEEDLE PUNCHED POLYPROPYENE NON-WOVEN GEOTEXTILE OF 300GSM AS PER SPECIFICATION , DOUBLE STITCHED AT TWO ENDS WITH POLYPROPYLENE OR EQUIVALENT YARN INCLUDING COAST OF TRANSPORTATION BY ALL MEANS AND OTHER INCIDENTAL CHARGES COMPLETE. NOTE:PAYMENT WILL BE MADE SUBJACT TO THE RESULT OF 3RD PARTY TESTING , TO BE DONE BY THE ENGINEER -IN-CHARGE DEPARTMENTALLY.[I & W SCH-2018-C-26,SL NO-2.86]

LABOUR CHARGES FOR FILLINGGEO-TEXTILE BAGS WITH FILLER MATERIALS(EARTH/SAND),MACHINE STITCHING THE OPEN END OF THE BAG WITH THREAD AS PER DESIGN AND PLACING THE SAME ON SLOPE OR DUMPING FROM BANK WITHIN INITIAL LEAD OF 150M AND ALL LIFTS INCLUDING CARRIAGE AND HIRE CHARGES OF ALL MATERIALS AND EQUIPMENTS BUT EXCLUDING THE COST OF FILLER MATERIALS AS DIRECTED BY THE EIC ) BAG SIZE 1.00MX0.70M OF CAPACITY 0.1325CUM/BAG.[I & W SCH-2018-C-26,SL NO-2.88]

BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 4. Brick-on-edge floor or pavement with 1st class brick set close in cement mortar (1:6) and laid with cushion of sand below (including cost thereof) including ruled or flush pointing with cement mortar (1:4) on top.

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.

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). (ii) For Construction of Sub Base by consolidating Brick Bats / Laterite (90 mm to 45 mm) ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.10 (ii) Page No.247  & page-222 sl. No-5 (f))

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).(i) For Construction of Sub Base by consolidating Jhama metal  / Laterite (63 mm to 45 mm) (Moorum replaced with course sand) ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.10(i) Page No.247 & page-222 sl. No- 1 & 5 (e))

SUPPLYING, SPREADING AND CONSOLIDATING STONE DUST TO A DEPTH OF 100MM AND ABOVE AT DESIRED DENSITY AND C.B.R. AS PER SPECIFICATION WITH POWER ROLLER TO PROPER GRADIENT AND CAMBER INCLUDING WATERING AS NECESSARY, AND LIGHTING, GUARADING, BARRICADING AND MAKING ADEQUATE EARTHEN BUNDH WHERE NECESSARY TO PROTECT THE EDGES AND CURING WITH WATER FOR 2 TO 3 DAYS, MENDING CRACKS AND DEPRESSIONS BY ROLLING WHERE NECESSARY INCLUDING ALL INCIDENTAL CHARGES OF ROLLER, COST OF FUEL & LUBRICANTS COMPLETE AS PER SPECIFICATION.[PAGE-245, ITEM NO-4.06 FROM PWD(WB),SCHEDULE OF ROADS & BRIDGE WORKS-2018, VOLUME-III]

Sum of Basic Prices (Sl No-1 to 10)

GST @ 18% on the Sum of Sl. No-1 to 10

LWC @ 1% on the Sum of Sl. No.11 & 12