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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | L1 | Accepted-AOC SUCCESSFUL BIDDER | |
| 2 | L2₹9.4 L+₹33,985 (3.74%)Rejected-Finance | L2 | Rejected-Finance Unsuccessful Bidder | |
| 3 | L3₹9.8 L+₹73,245 (8.07%)Rejected-Finance | L3 | Rejected-Finance Unsuccessful Bidder | |
| 4 | L4₹10.0 L+₹87,410 (9.62%)Rejected-Finance | L4 | Rejected-Finance Unsuccessful Bidder | |
| 5 | L5₹10.0 L+₹90,760 (9.99%)Rejected-Finance | L5 | Rejected-Finance Unsuccessful Bidder |
Tender Value
₹9 L
EMD Value
₹18,000
Closing Date
27 Sept 2024, 6:00 pmClosed
AGE (I) AGARTALA
AGE (I) AGARTALA PIN 901184 c/o 99 APO
REPAIR MAINT OF EXTERNAL WATER PIPELINE WITH CONNECTED ITEM AND PAINTING OF PIPELINE, IRON REMOVAL PLANT ETC AT VARIOUS PUMP HOUSE AND OVER HEAD TANK AT MIL STN AGARTALA
2024_MES_670974_1
8571/E8
Open Tender
Civil Works - Water Works
Works
180 days
AGE (I) AGARTALA
PLEASE REFER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
AGE (I) AGARTALA
₹18,000
Yes
22 Nov 2024
6 Sept 2024
30 Sept 2024
6 Sept 2024
27 Sept 2024
20 Sept 2024
Amount
Schedule'A' Part-I: External Water Supply works
Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth in soft/loose soil for foundation etc, or for shafts, wells/laying of pipeline cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm all as specified and directed.
Removing excavated material n exc 50m and deposting where directed at a level n exc 1.5m above the starting point.
Taking up CI/DI water mains of 150 mm dia (including all fittings), with spigot and socket ends and lead joints including burning out joints and recovering lead complete all as directed.
Material & Labour for ductile iron pressure pipe 150 mm bore centrifugally cast with socket & spigoted ends Class K- 9, ISI marked duly embossed suitable for (push on joint) rubber gasket D jointing with inside cement mortar lining with internal metalic zinc coating and external black bitumen coating including jointing material complete all as specified and as directed.
Testing of water sample from Govt NABL laboratory and submit test report ,parameters mention as per IS -10500 (2012), water collected from Borewell (Raw water) at different pump houses at Mil Stn Agarta following test : (a) Iron Test, (b) Chlorine test, (c) Turbidity test, (d) Hardness test, (e) TDS test (f) pH (g)Alkalinity (h) hardness (i) TSS (j) Total solid (k) Chloride (l) Residual Chlorine (m) Calcium,(n) Magnesium (o) Dissolved Oxygen ,(p) Total Acidity (q) Arsenic (r)Sulfate (s) Nitrate (t) Fluoride (u) Manganese . Note -: (for item no 7 to 8) (i)Test report to be submitted at thetime of claimed.(ii) Water test should be carried out quarterly.
Testing of water sample from Govt NABL laboratory and submit test report ,parameters mention as per IS -10500 (2012), water collected from pump house (Treated) at different pump houses at Mil Stn Agartala following test : (a) Iron Test, (b) Chlorine test, (c) Turbidity test, (d) Hardness test, (e) TDS test (f) pH (g)Alkalinity (h) hardness (i) TSS (j) Total solid (k) Chloride (l) Residual Chlorine (m) Calcium,(n) Magnesium (o) Dissolved Oxygen ,(p) Total Acidity (q) Arsenic (r)Sulfate (s) Nitrate (t) Fluoride (u) Manganese (v) Bacteriological Analysis .
All as per item above 07 but water collected from user end through different pump houses at Mil Stn Agartala
Cutting hard standing / road for laying of pipe complete all as specified and as directed.
Material and labour for PCC (1:4:8) type D-2 (using 40mm graded aggregate) for filling and making good of disturbed surfaces of road/hard standing etc complete all as specified and as directed
Material & labour in repair for construction of 230mm thick bnrick masonary valve chamber built in CM 1:6 of valve pit of size 900x900x1200mm (internal size) with 100mm thick foundation using PCC 1:4:8 type D2 with 100mm offset,15mm thick plastering internally and 15cm below GL externally in CM 1:6, 3mm thick MS sheet cover ,double/single door welded to 50mmx50mmx6mm MS angle iron fram fixed with hold fasts in PCC 1:2:4 tyupe B1 coping 50mm thick, 20mmx6mm flat iron hinges with loocking arrangement including lock 65mm brass and keys, MS handies and applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surfaces including excavation & earth work in any type of soil / rock and disposal of surplus soil to a distance not exceeding 50m complete all as specified and directed.
Material & labou in repair for construction of 230mm thick bnrick masonary valve chamber built in CM 1:6 of valve pit of size 900x900x900mm (internal size) with 100mm thick foundation using PCC 1:4:8 type D2 with 100mm offset,15mm thick plastering internally and 15cm below GL externally in CM 1:6, 3mm thick MS sheet cover ,double/single door welded to 50mmx50mmx6mm MS angle iron fram fixed with hold fasts in PCC 1:2:4 tyupe B1 coping 50mm thick, 20mmx6mm flat iron hinges with loocking arrangement including lock 65mm brass and keys, MS handies and applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surfaces including excavation & earth work in any type of soil / rock and disposal of surplus soil to a distance not exceeding 50m complete all as specified and directed.
Material & labour in repair for construction of 230mm thick bnrick masonary valve chamber built in CM 1:6 of valve pit of size 450x450x 700mm (internal size) with 100mm thick foundation using PCC 1:4:8 type D2 with 100mm offset,15mm thick plastering internally and 15cm below GL externally in CM 1:6, 3mm thick MS sheet cover ,double/single door welded to 50mmx50mmx6mm MS angle iron fram fixed with hold fasts in PCC 1:2:4 tyupe B1 coping 50mm thick, 20mmx6mm flat iron hinges with loocking arrangement including lock 65mm brass and keys, MS handies and applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surfaces including excavation & earth work in any type of soil / rock and disposal of surplus soil to a distance not exceeding 50m complete all as specified and directed.
Supply and fixing calcium hypochlorite 65 % to 70 % chlorine content in granular in 45 Kgs plastic drum complete all as specified and directed
Supply and fixing Non- feric alum (crystal) 50 Kgs in pack (for treatment of water in pump house) complete all as specified and directed
Material and laboure for painting of MS/CI pipe lines/valve pit cover for blue/yellow/green/red colour as rising,delivery,overflow and drain pipe lines any size / length after preparation of old painted surfaces, painting with one coats of synthetic enamel paint of approved tint including proper arrow marking for inlet, out let, overflow and wash out or drain pipe complete all as directed.
Supply & fixing connecting and testing of CI sluice valve ,ISI marked duly embossed 150 mm bore both ends flanged,with CI body and brass spindel with bolts and nuts ,operating wheel etc.including taking down old unserviceable, non rising type class PN-1.6 including ,jointing material rubber gasket, complete all as specified and directed.
Supply & fixing connecting and testing of CI sluice valve ,ISI marked duly embossed 100 mm bore both ends flanged,with CI body and brass spindel with bolts and nuts ,operating wheel etc. including taking down old unserviceable,non rising type class PN-1.6 including ,jointing material rubber gasket, complete all as specified and directed.
NOTES :- 1. The amount of schedule of credit shall be deducted from the total of this BOQ for arriving at contract sum. 2. Unless otherwise specified the rates for PCC shall deemed to include the cost of formwork shuttering etc, required for complete and proper execution of the work. Refer Schedule 'A' notes for details.
SHRI RAJESH DEY (BID ID -3110964)
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M/S SANKAR GOPE (BID ID -3114509)
M/S PAUL ENTERPRISE (BID ID -3115684)
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