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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-AOC | L1 | Accepted-AOC SINCE L1 | |
| 2 | L2₹21.5 L+₹1.5 L (7.71%)Rejected-Finance 10 SANJAY HSG SOCIETY RACCA COLONY SHARANPUR ROAD NASHIK 422 002 | NASHIK | MAHARASHTRA | 422002 | L2 | Rejected-Finance SINCE NOT L1 | |
| 3 | L3₹22.4 L+₹2.4 L (12.1%)Rejected-Finance | L3 | Rejected-Finance SINCE NOT L1 | |
| 4 | L4₹23.6 L+₹3.6 L (18.2%)Rejected-Finance 01 18 19 ANANDVAN ROW HOUSE LAM ROAD NASHIK ROAD NASH IK ROAD SAUBHAGYA NAGAR NASHIK MAHARASHTRA 422101 | NASHIK | MAHARASHTRA | 422101 | L4 | Rejected-Finance SINCE NOT L1 | |
| 5 | L5₹24.1 L+₹4.1 L (20.6%)Rejected-Finance | L5 | Rejected-Finance SINCE NOT L1 |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
11 Sept 2020, 6:00 pmClosed
GE DEOLALI
GE DEOLALI, 422401
CLEANING AND REPAIRS OF SEWAGE LINES, MANHOLES, SEPTIC TANK IN OTM AND MD ACCN IN AGE B/R HAIG LINE AREA UNDER AOR OF GE DEOLALI
2020_MES_371155_1
8864/E8
Open Tender
Civil Works
Item Rate
330 days
GE DEOLALI
CLASS E Cat a ii
8 documents required · 8 mandatory
₹500
GE DEOLALI
₹40,000
Yes
3 Nov 2020
21 Aug 2020
14 Sept 2020
21 Aug 2020
11 Sept 2020
4 Sept 2020
Amount
Dewatering of following including disludging of sluldge at bottom in foul condition including taking out other dirty & filthy materials from manhole & septic tanks by sewage pump or manually using buckets/baskets, lifting the same upto 4.50M depth of tank/MH and removing to out side MD land including cleaning/clearing for following :-
(a) Manhole of any dimension upto 1.5 Mtr deep
(b) Manhole of any dimension exc 1.5 Mtr but n exc 3 Mtr deep.
(c) Septic Tank up to 10 User capacity.
(d) Septic Tank up to 50 User capacity.
(e) Septic Tank exc 50 and n exc 100 users capacity.
(f) Septic Tank exc 100 and n exc 200 Users capacity.
Cleaning of SWG/RCC Sewage line of 75 to 200mm bore dia of pipe of foul condition by rodding the drain/sewage line using flexible rod/suitable device or by any other means for removing blockage from sewar line, mud, silt and any other debries obtained from sewage line with water to remove blockage and cleaning the entire rubbish, sludge etc and burrying the material obtained from sewage line including all precautionery and sefety measures etc complete all as specified and directed.
Removing blockage from water closet, floor or gully or Nahani Trap traps and bends by rodding thoroughly and pouring water under pressure and Cleaning, clearing the drainage to efficient and Smooth flow of sludge/waste water all as specified and directed .
NOTE FOR SL NO. 1(a)to(f), 2 &3 :- (i) Contractor's supervisor will report on all working days along with Two safai wala at 0830 hrs at B/R Haig Line to receive complaints for blockage and to submit completion report on the same day by 1700 hrs. (ii) Printed complaint slip area wise as per format approved shall be provided and maintained by contractor. (iii) Rate quoted above shall be deemed to incl the cost of T&P, equipment, saftey device etc alongwith sufficient labour to full fill the requirement to the entire satisfaction of Engineer-in-charge. (iv) if threre is any major blockage in sewer line/septic tank for which additional Safaiwalas and special T&P is required same shall be provided by contractor without any extra cost to Govt. therefore contractor is adviced to visit the site before quoting the rates in tender. (v) In the event he fails to attend the complaint recovery @ Rs. 1000 per day shall be effected from the amount due to the contractor.
Cutting out of shrubs and small plants of stem girth n.exc 30CM measured 1M above average ground level including cutting of grass & removing the unserviciable material like branches, leaves, grass & garbage to clear the alignment of existing sewage/drainage line to make site workable condition & making good the disturbed ground complete all as directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out hard/dense soil complete all as specified and directed.
All as per Sl item No. 6 above but exc 1.5m depth and n exc 3.0m depth and getting out in hard/dense soil.
Returning, filling in including spreading, levelling, watering & well ramming in layers n.exc 25cm.
M&L for Reinforced concrete hume pipes 100mm bore class NP-2, laid and jointed complete with collars, complete all as specified and as directed.
All as per item No. 10 above but for 150mm bore pipe.
All as per item No. 10 above but for 200mm bore pipe.
M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested for 100mm bore pipe including demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, PCC bed and haunching, complete all as specified and as directed.
All as per Sl Item No. 13 above but 150mm bore pipe.
All as per Sl Item No. 13 above but 200mm bore pipe.
M&L for cement concrete Type 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation bed concrete of manholes including demolition of cement concrete (unreinforced) is ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed.
M&L for cement concrete Type B1 1:2:4 (20 mm graded aggregate) as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs/benching and the like including weathering, slightly rounded for chamfered angles and throating including demolition of cement concrete (unreinforced) is ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed.
Demolition of brick work or stone / boulder masonary built in cement mortar including all quoins, arches, pillars etc.
M&L for Brickwork with fly ash old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and as directed.
M&L for Brickwork with flay ash old size bricks in one brick thick as in honey comb walling built in CM (1:6) complete all as specified and as directed.
All as per item No.19 above but except bricks.
Taking down cement plaster any description on brick or stone walls etc including racking out joints hacking for key scrubbing down with water etc complete all as specified and as directed.
M&L for rendering 15mm thick in CM (1:4) mixed withl liquid water proofing compound on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement. (Note : WPC shall be measured and paid seprateley.)
Supply only liquid water proofing compound of approved make all as specified and as directed .
M&L for precast reinforced cement concrete 1:2:4 type B-1 using (20mm aggreates) set in CM (1:4) as in cover slabs (for manhole etc) & simillar articles with plain faces complete (Reinforcement will be measured and paid separatly) including demolition of cement concrete (reinforced) in floors / pavings, (below or above ground level) n exc 15 cm thick all as specified and directed. (Note : Reinforcement shall be measured and paid seprateley.)
S&F for mild steel TMT bars 8mm dia cut to length, bent to shape required including cranking, bending, spirally for hooping columns, hooking ends & binding with & including MS wire (annealed) not less than 0.9mm dia of or securing with clips complete all as specified and as directed.
Dismantling of PVC Pipes with fittings upto 75mm to 110mm dia complete all as specified and as directed.
S&F PVC (SWR) pipe 110 mm dia single socketed in any length with rubber ring jointed level fixed to walls complete all as specified and as directed.
All as per Item No. 28 above but except pipe.
S&F for PVC (SWR) pipe 75 mm dia single socketed in any length with rubber ring jointed level fixed to walls complete all as specified and as directed.
All as per Item No. 30 above but except pipe.
S&F for PVC (SWR) bends with access door 110 mm dia complete all as specified and as directed.
S&F for PVC (SWR) bends with access door 75 mm dia complete all as specified and as directed.
S&F PVC (SWR) plain bend 110 mm dia complete all as specified and as directed.
S&F PVC (SWR) plain bend 75 mm dia complete all as specified and as directed.
S&F PVC (SWR) branch piece single or double 'Y' equal or unequal with access door 110 mm dia complete all as specified and as directed.
S&F PVC (SWR) branch piece single or double 'Y' equal or unequal with access door 75 mm dia complete all as specified and as directed.
S&F PVC (SWR) vent cowl 110 mm dia complete all as specified and as directed.
S&F PVC (SWR) vent cowl 75 mm dia complete all as specified and as directed.
S&F in repairs 75mm bore PVC (SWR) floor trap plain with grating including jointing with solvent cement complete all as specified and as directed.
S&F in repair vitreous china squatting pan Orissa pattern size 580 X 440mm white with intergral foot rest excluding flushing cistern and flush pipe complete including provision concrete bedding for fixed complete all as specified and as directed.
M&L for non skid Ceramic dark coloured tiles 6-7mm thick (squar/ ractangular) area of each tiles exc 0.06 Sqm but not exc o.11 Sqm, in floor including 15mm thick screed bedding in CM (1:6) and jointing with neat cement slurry and pointinmg with white/coloured cement to match the surfaces including 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 directed.
Cutting into road/ black top/PCC pavement of any thickness including excavation in any type of soil upto 0.50m to 0.80m width and 0.50m to 1.50m depth, refiling, compaction of soil after laying of PCC bed, haunching and pipe, packing and compaction with existing soling/Grannular subbase B/WBM/wet mixed macadam, and top surface prepared with 0.15m thick cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) complete all as specified and as directed.
Note: Amount of sch of credit of Rs.46,585.00 will be deducted from total amount of BOQ.
M/S SAMEER SUBHASH PATANI
M/S Chandan Construction Company
M/S MANISH CONSTRUCTION CO
M/s. JBSR ENTERPRISES.
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