Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.4 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹24.9 L+₹1.5 L (6.44%)Rejected-Finance NEAR CENTRAL SCHOOL CHHAK BHOISAHI BALASORE ORISSA 756001 | BALASORE | BALASORE | ORISSA | 756001 | L2 | Rejected-Finance Higher bid value | |
| 3 | L3₹25.2 L+₹1.8 L (7.86%)Rejected-Finance NEAR CENTRAL SCHOOL BALASORE DIST BALASORE ORISSA 756 001 | BALASORE | BALASORE | ORISSA | 756001 | L3 | Rejected-Finance Higher bid value | |
| 4 | L4₹25.7 L+₹2.3 L (9.76%)Rejected-Finance | L4 | Rejected-Finance Higher bid value | |
| 5 | L5₹25.9 L+₹2.5 L (10.7%)Rejected-Finance BHOISAHI NEAR CENTRAL SCHOOL INDRA GANDHI MARG BALASORE ORISSA 756 001 | BALASORE | BALASORE | ORISSA | 756001 | L5 | Rejected-Finance Higher bid value |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
25 Nov 2024, 6:00 pmClosed
GARRISON ENGINEER
GE (I) R and D Chandipur, Post-Chandipur, PIN-756025
REPAIR TO FENCING, RETAINING WALL, HARDSTANDING, SEWER LINE, PLASTERING AND CERTAIN MISC REPAIRS AT NILGIRI
2024_MES_682273_1
8991
Open Tender
Civil Works - Canal
Item Rate
180 days
Chandipur
As per NIT
8 documents required · 8 mandatory
₹500
GE (I) R AND D Chandipur
₹50,000
Yes
21 Jan 2025
4 Nov 2024
27 Nov 2024
4 Nov 2024
25 Nov 2024
18 Nov 2024
Amount
NOTE (Applicable for all items) :- (i) The bidders/contractors are advised to read tender document & all corrigendum / amendments and General conditions of contracts before entrying/quoting the rates. (ii) The bidders / contractors are advised to quote same rate for same items as mentioned in Part-I, Part-II & Part-III, if quored rates are different for same items, lower quoted rate shall be considered for same items as mentioned in Part-I, Part-II & Part-III. For this account nothing extra shall be admissible by this Deptt. SCHEDULE 'A' PART-I (SEWAGE)
Removing carefully the precast cover slabs of septic tanks and Dewatering/ desludging and taking out deposited sludge silt residue of both organic and inorganic nature, mechanically with sewer suction cum jetting Machine mounted on Truck, cleaning the Septic tank / Soakage well by removing solid waste/sludge from the tank removing the sludge from the edge of septic tank after drying and removing the same outside MOD land and land where directed by EIC including applying one coat of linseed oil on the bottom and sides of the septic tanks (inner side) and setting the same covers in old position in CM 1:6 after inspection by Engr-in-Charge and directed for Septic Tank of size 2.35m x 1.10m x 1.5m in LBH Note: Work will be executed in foul condition
Removing carefully the cover slabs of manholes of any size and shape and removing the scum/sludge including any organic or inorganic matters and disposing the same to a distance exc 250m and n.exc 500m where directed and setting the manhole cover old in position in CM 1:6 after inspection by Engr-in-Charge and as directed.
Cleaning carefully 100mm dia pipe with using fresh water for the blockage in CI or SWG pipe of the following sizes in between man holes using mechanically oprated Hydraulic pressure machine equpied with jet and suction pressure cleaning and passing rubber ball through line to ensure all blockage perfectly clear complete all as directed by EIC
All as per Sl Item No 1.03 above but 150mm dia pipe complete all as directed by Engineer-in-charge.
Cleaning of blockage in the floor/nahni traps in kitchen or bath room or sinks by manually or with water jet after carefully removing the old gratingw and refixing the grating in the same position including finishing with white cement complete all as specified and as directed by Engr-in Charge.
Removing carefully the cover slabs of gully traps of any size and shape and removing the scum/sludge including any organic or inorganic matter to a distance exc 250m and n exc 500m and setting the civer slab in old position in CM 1:6 after inspection by Engineer-in-Charge and as directed.
M&L cleaning of the service tanks of capacity upto 500 liters twice (as directed) installed on roofs and 2nd, 3rd, or 4th stories of building at various places by emptying the tanks, by removing the scale and other all other foreign materials deposited on side wall and bottom of the tanks by scraping and brushing with wire brush and cleaning with bleaching powder slurry and allowed to dry and tajk washing and cleaning the tank with fresh water including refixing the top cover of tank properly after cleaning and writing letters such as details of the tanks like date of cleaning, capacity of tank with synthetic enamel paint with letter size 10cm heigh in block colour, over a thick of size 60x 30mm complete all as directed by Engr-in-Charge.
All as per Sl Item No. 1.07 above but service tanks of capacity above 500 liters and upto 1000 liters.
Taking down eaves rain water pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and acessories)
Supply and Fix in repairs 75mm bore PVC (SWR) pipes for rain water pipes single socketed in any length with rubber ring joints fixed to walls including neccesay clamp brackets complete all as specified and as directed.
Supply and Fix in repairs 110mm bore PVC (SWR) pipes for rain water pipes single socketed in any length with rubber ring joints fixed to walls including neccesay clamp brackets complete all as specified and as directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings, etc. n exc 15cm thickness (below or above ground level) as in surface channel, coping etc. and removing debris and rubbish out of the premises complete all as specified & directed.
M & L plain Cement concrete type B-0, 1:2:4 (12.5mm graded aggregate) and finished the surface even and smooth without using extra cement complete all as specified and as directed.
Dismantling water tanks of capacity Exc 250 and n. exc 500 ltrs capacity.
Dismantling water tanks of capacity Exc 500 and n. exc 1000 ltrs capacity.
S&F 500 litre capacity rotational moulded polythylene water storage tank ( cylindrical vertical with closed top) hoisted and fixed in position all as per specified in SSR part-I.
S&F 1000 litre capacity rotational moulded polythylene water storage tank ( cylindrical vertical with closed top) hoisted and fixed in position all as per specified in SSR part-I.
S&F PVC ball valves high pressure with polythene float and fly nut complete, screwed for iron pipe of 20mm bore in repair.
S&F in repair 15 mm dia fancy type CP bib taps, cast copper alloy with crutch or butterfly handle, screwed down fixed in repairs.
S&F in repairs 15 mm dia fancy type CP pillar taps, cast copper alloy with capstan head, chromium plated screwed down fixed high pressure, long screwed shanks and fly nuts, screwed for iron pipe in repairs.
S&F in repairs 15 mm dia CP concealed type stop valves/ angular stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or unions in repairs.
SCHEDULE 'A' PART-II (PATH/CULVERT ) Note :- (i) The connected items which are not catered in this part and the items which are technically required for execution of this part, the same shall be measured and paid under Part-I here-in-before and in this account nothing extra shall be admissible to the bidders / contractors by Deptt.
Demolition of stone slabs and tiles laid, bedded and pointed in any mortar of any description or thickness in floors, aprons etc. complete all as specified and as directed.
M & L for 15 mm thick screed bed or bedding layer for laying floor finishes in cement mortar 1:6 complete all as specified and as directed.
M & L Paving vitrified parking tiles 300 mm x 300 mm x 8 to 10 mm thick (heavy duty), set, jointed and pointed in neat cement slurry as in foot path with white cement and pigments complete all as specified and as directed.
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 grade with grey cement & pigment complete all as specified and as directed.
M & L for sand filling under precast concrete inter locking paver floors or in foundations including watering and consolidation complete all as specified and as directed.
M & L for 75 thick plain cement concrete 1:3:6, type C-2 (using 20 mm graded stone aggregate) complete all as specified and as directed.
M & L plain Cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in coping,bed plate,kerbs etc complete all as specified and as directed.
SCHEDULE 'A' PART-III (FENCING /RETAINING WALL ) Note :- (i) The connected items which are not catered in this part and the items which are technically required for execution of this part, the same shall be measured and paid under Part-I here-in-before and in this account nothing extra shall be admissible to the bidders / contractors by Deptt.
Demolition of brick work or stone/boulder masonry, built in lime mortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles built in cement mortar complete all as specified & directed.
M & L for Brick work with flyash bricks old size, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 etc complete all as specified & directed.
All as per Sl Item No. 3.02 above but except bricks (using old size bricks obtained from Sl Item No - 3.01)
Taking down cement plaster on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.
M & L for 15mm thick rendering in cement mortar 1:4 on brick or concrete surfaces of wall finished even & smooth complete all as specified and directed.
M&L for preperation newly plastered surface of walls and Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm all as specified and directed .
Dismantling post or struts (wood, steel or RCC) any section incl taking out embedded portion in concrete, brick work, masonry etc and making good disturbed ground complete.
Excavating in post holes (or similar holes) in hard/dense soil each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, compete all as spd & directed
M & L Cement concrete type C2 1:3:6 (40 mm graded aggregate) in foundations, post hole, filling and mass concrete etc complete all as spd
S&F GI chain link fencing with 3.15 mm dia galvanised steel wire 75 mm x 75 mm mesh fixed to any type of fencing post with MS fillet and screw bolts all as specified and directed.
S & F Rolled mild steel Fe 290(Grde-E-165) as in angle iron post with swan neck (horn) and strut or flat iron in fencing including cutting tops to shape as directed , drilling holes, notching for wire etc including necessary drilling , bolting or welding/rivetinge etc complete all as spd & directed
S&F for mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 10 cm and n.exc 15cm long with dia of the neck 5 to 10mm complete all as specified and as directed by Engineer-in-Charge.
Dismantling structural steel work including doors, gates but excluding framed truss etc
S & F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe-410-W Gde E-250, Quality - B
M&L for applying Two coats of synthetic enamel paint over a coat of red oxide primer on New steel surface over 10cm width or girth complete all as specified and directed.
M & L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling mass concrete etc.
M & L for Walling of random rubble masonary, well bonded, bedded and solidly hearted, built in CM (1:6) brought upto course complete as specified.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses
M &L for raised pointed to squared rubble masonry, courseed,or uncoursed CM (1:4) on stone masonry. Note : Following items have been clubbeed being similar in description,Appx Qty for execution are as under:- (a) Srl item No 1.12- Total 14.55 Cum(Part-I =1.35Cum +Part-II =13.20Cum) (b) Srl item No 2.07- Total 7.80 Cum(Part-II =2.40 Cum+Part-III =5.40Cum)
DANWAR AND ASSOCIATES (BID ID -3173397)
M/S T.N.CONSTRUCTION (BID ID -3172013)
Rekha Enterprises (BID ID -3172810)
ARIN AND COMPANY (BID ID -3173898)
Pawon Kumar Barik (BID ID -3173101)
MS BEHERA SANITARY AND HARDWARE (BID ID -3173953)
ANAND CHANDRA DAS (BID ID -3173782)
Bidder Name
Rekha Enterprises
M/S T.N.CONSTRUCTION
MS BEHERA SANITARY AND HARDWARE
DANWAR AND ASSOCIATES
ARIN AND COMPANY
ANAND CHANDRA DAS
Pawon Kumar Barik
M/S BIJAY KRUSHNA MAITY
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .