Tender For Civil Works For Water Supply Pipelines, Including Valves, Pipeline Replacement, Repair And Maintenance Works, Construction Of Chambers, And Allied Works At Csir-Neeri,Nagpur.
Tender Value
24.70 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
4 days left
EMD
49500
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nagpur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Civil Works For Water Supply Pipelines, Including Valves, Pipeline Replacement, Repair And Maintenance Works, Construction Of Chambers, And Allied Works At Csir-Neeri,Nagpur.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 2 | In cement mortar |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within the institute premises as per the instructions of the Engineer in charge: |
| 4 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 5 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 6 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 7 | All kinds of soil. |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains ( exceeding 1.5 m in width or not exceeding 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Disposed earth to be levelled and neatly dressed. |
| 9 | All kinds of soil. |
| 10 | Extra rates for quantities of works, executed: |
| 11 | In or under water and/or liquid mud, including pumping out water as required.(Rate 20% of item no. 5 ) |
| 12 | Note for item no. 6 (2.24):- The extra percentage rate is applicable in respect of item 4 but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as0.10 m and less than 0.05 m ignored |
| 13 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 14 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 15 | All kinds of soil. |
| 16 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 17 | All kinds of soil |
| 18 | Pipes, cables not exceeding 80 mm dia |
| 19 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 20 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : |
| 21 | Bituminous road |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 23 | 1:2:4(1Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 24 | Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. |
| 25 | Note for item No. 2(4.15):- The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. (0.05m or more shall be taken as 0.1m and less than 0.05m ignored). |
| 26 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 27 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 28 | Extra for laying reinforced concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. |
| 29 | Note for item No.14(5.31) :- The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. (0.05m or more shall be taken as 0.1m and less than 0.05m ignored). |
| 30 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth and above plinth level. |
| 31 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: |
| 33 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 34 | Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. |
| 35 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in |
| 36 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 37 | 12 mm cement plaster of mix : |
| 38 | 1:4 (1 cement: 4 fine sand) |
| 39 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 40 | In stringers, treads, landings etc. of stair cases, covers including use of chequered plate wherever required, all complete |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 42 | Painting with aluminium paint of approved brand and manufacture to give an even shade |
| 43 | Two or more coats on new work |
| 44 | Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : |
| 45 | 100 mm dia pipe |
| 46 | 150 mm dia pipe |
| 47 | Labour for cutting C.I. pipe with steel saw. |
| 48 | 100 mm diameter CI pipe |
| 49 | 150 mm diameter CI pipe |
| 50 | Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : |
| 51 | Up to 300 mm dia |
| 52 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 53 | External work |
| 54 | 50 mm dia. nominal bore |
| 55 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. |
| 56 | Internal work – Exposed on wall. |
| 57 | 50 mm dia. nominal bore |
| 58 | Providing and fixing G.I. Union in G.I. Pipe including cutting and threading the pipe and making long screws etc. complete (New work). |
| 59 | 50 mm nominal bore |
| 60 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 61 | 50 mm nominal bore |
| 62 | Painting G.I. pipes and fittings with synthetic enamel white paintwith two coats over a ready mixed priming coat, both of approved quality for new work : |
| 63 | 50 mm nominal bore |
| 64 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing, shuttering and tamping complete as per the instruction of the Engineer incharge. |
| 65 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. |
| 66 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength up to plinth level. |
| 67 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 68 | Providing and fixing C.I. Sluice valve flanged end, SS Spindle, Non Rising, Drilled, IS1538, IS 14846 PN1(PD), with cap etc. complete with bolts, nuts, rubber insertions etc. complete of make Kirlosker or equivalent as approved by the Engineer in charge (the tail pieces required will be paid separately) : Arrangement for dewatering required at site will be done by the contractor. Item includes the removal of the old existing sluice valve from the CI pipe line if any. |
| 69 | 100 mm Diameter |
| 70 | 150 mm Diameter |
| 71 | Providing and fixing tail piece of dia. (with flange/without flange) in the existing pipe line for sluice valve/ butter fly valve joint etc. complete with pipe spacer , bolts, nuts, rubber insertions etc. complete as approved by the Engineer in charge. |
| 72 | for 100 mm Dia pipe line |
| 73 | for 150 mm Dia pipe line |
| 74 | Providing and fixing mechanical joint in the existing/new pipe line complete with bolts, nuts, rubber insertions etc. complete as approved by the Engineer in charge. |
| 75 | for 100 mm Dia pipe line |
| 76 | for 150 mm Dia pipe line |
| 77 | Removing old existing 100/150 mm diameter Sluice valce from the CI pipe line and fixing end plate with all accessories like gasket nut bolts etc. (Tail pieces if required will be paid separately) |
| 78 | Removing, dismantling, shifting and refixing of the old existing water meter with stainer and bend assembly ( CI 100 mm dia. pipe fitting) at new chamber with bolts, nuts, rubber insertions etc. complete as approved by the Engineer in charge. (Mechanical joint, tail piece if required will be paid seperately.) |
| 79 | Providing and fixing threaded flange (100x50 mm) with making connection of 100 mm CI pipe with 50 mm dia. GI pipe with gasket, nut bolts etc. complete as per the instruction of the Engineer incharge. |
| 80 | Providing and fixing gland packing for the CI Sluice valve of dia. 100 mm to 150 mm etc. complete as per the instruction of the Engineer in charge. |
| 81 | Drilling core/hole of dia. 150 - 200 mm by means of diamond core drilling machine through 200 mm RCC wall of the water sump 1.2 m below the ground for incertion of 150 mm CI pipe in side the sump wall . Item includes the treatment for water tighness along the periphery of the CI pipe to be incerted in the RCC wall all complete as per the instruction of the Engineer incharge. |
| 82 | Supply laying and compacting of Ready mix Bitumenious mixture InstaPatch (PST) on road as per direction of the Engineer in charge. |
| 83 | Supply of labours on daily wages as per the wages not less than the latest wages for the employee in construction or maintenance of roads or in building operation as per latest notification published by office or the regional labour commissioner (Central) including all taxes and contractor profit etc. Complete. |
| 84 | Supplying & laying boulder & hard murum below floor and plinth including watering compacting by vibrator machine & consolidating in layer not more than 200mm thick etc. complete as per the instruction of Engineer in charge. (Compacted volume of murum on ground at site will be measured for payment) |
| 85 | Supplying & laying stone dust over compacted murum with proper slope for base of concrete up to plinth including watering compacting & consolidating etc. complete as per the instruction of Engineer in charge. (Actual volume of the supply container at site will be measured for payment) |
| 86 | Trimming of the tree branches (up to 150 mm dia.)causing damage to the adjacent structure and the branches in danger with stacking it in the premises including all carrage up to 100 m etc complete as per the direction of the Engineer in charge. |
| 87 | Hire charges for hydraulic excavator, (3D) with driver and fuel charges for excavation,cleaning removal of the building rubbish / malba, soil,wooden logs, dried trees, bushes etc. work including loading,cleaning the other material as per the direction of engineer-in-charge. (For actual working period of 8 hours per day) |
| 88 | Hire charges for hydraulic operated truck of minimum capacity 200-250 cuft with driver and fuel charges for loading,carriage and unloading building rubbish / malba, soil etc. material with in the NEERI premises as per the direction of Engineer-in-charge.(For actual working period of 8 hours per day) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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