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Tender Value
₹2.3 L
EMD Value
₹5,000
Closing Date
3 Oct 2026, 2:00 pm6d left
D.G.(S_D)
5, S.N. BANERJEE ROAD Kolkata-700 013
CONSTRUCTION OF GULLY PITS NEAR 48,KAZIPARA ROAD (PRIMARY SCHOOL ) IN WARD NO. 130 UNDER BR. XIV
2026_KMC_1042980_1
S_D/S-II/XIV/129/03/26-27
Open Tender
CIVIL WORKS
Percentage
30 days
KAZIPARA ROAD
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹5,000
25 Sept 2026
25 Sept 2026
5 Oct 2026
25 Sept 2026
3 Oct 2026
25 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF
MACHINERIES 8.29Hire charges for engaging Air Compressor
machine with minimum pressure capacity of 5.0 Kg/sq.cm
arrangement including all necessary equipments and operating staff,
carriage, fuel, Tools and plants all complete for cutting Road / hard
crust cutting with pneumatic hammer at desired point in water supply
works as per direction of EIC . a) With Pneumatic hammers For
minimum engagement of 8 hrs. In a day | 5 | Daily | 6,000 | ₹30,000 |
| 2 | 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) | 30.59 | SQUARE METER | 361 | ₹11,043.57 |
| 3 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT
4. (A) 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) | 5.75 | CUBIC METER PERCENT | 936.21 | ₹5,379.74 |
| 4 | BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL
WORKS. III. EVENT MANAGEMENT : 1) Hire and labour charges for
75 mm dia bamboo railing on Jhau/Eucalyptus or other approved
timber posts 1.4 m above G.L. and 0.60 m below G. including tyingstrongly with coir ropes and boring holes for posts in any soil/
concrete surface/Bituminious 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 would be paid separately.) (a) 75mm. dia bamboo
railing & 125mm. dia Jhau/Eucalyptus/other approved timber posts @
1.60m apart. (i) Railing with 4 rows. ( 1st Corrigenda & addenda
dated 08.01.2018) | 18 | METER | 95 | ₹1,710 |
| 5 | 22.Construction of gullypit 1100mmX625mm. inside measurement
and depth of invert 1500mm. below G.L. with 250mm. thick cement
brick work (1:4) over 100mm. 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 cement concrete (mix 1:1.5:3) with
reinforcement as per standard drawing, brickon-edge flooring in the
invert, 20 mm. thick cement plaster (1:4) finished fine with 1.5 mm.
thick neat cement in the inside of walls and invert including supplying,
fitting and fixing R.C.P.C. gully grid (15-M.T.load bearing capacity)
and 225 mm. dia. C.I. Syphone including cutting hard crust,
excavation, dewatering, back filling and removal of spoils as per
standard drawing | 3 | EACH | 23,005 | ₹69,015 |
| 6 | 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 (b)
1:4:8 proportion. ( 3rd Corrigenda & addenda dated 04.06.2018) | 4.88 | CUM | 4,566 | ₹22,300.34 |
| 7 | SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL
PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and
fixing with cement jointing (3:1) salt glazed stoneware pipe including
excavation of earth upto 1.50 metre depth in all sorts of soil both
mixed or unmixed and refilling (but excluding concreting at bottom
and sides).(ii) 225 mm | 22.2 | METER | 528 | ₹11,721.6 |
| 8 | 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)) | 1.7 | CUM | 1,944.9 | ₹3,303.02 |
| 9 | 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 truckand cleaning the site in all respect as per direction of Engineer in
charge | 10.06 | CUM | 166 | ₹1,670.39 |
| 10 | 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] | 800 | HORSE POWER HOUR | 33 | ₹26,400 |
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