Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date26 Apr 2022
Closing Date9 May 2022
Tender Amount₹ 66,11,171
Costs
EMD
₹ 70,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SANGL_792880_1Bid Award Id
ViewTender No
02/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap metal for reinforced cement concrete pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing excetra with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With natural sand/V.S.I. quality Artificial Sand, complete. (Excluding steel reinforcement) (using ARTIFICIAL SAND).
Item / Page No : 59 / 128
Specification No : Bd.F.1
Spec. Page No : 297
Additional Specifications : 1. The work shall be carried out as directed by Engineer-In-Charge. 2. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 3. Cement from the same stock sent for mix design shall be used for concreting work. 4. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 5. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 6. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 7. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
1
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8061.05
... More
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Mechanical Means
Item / Page No : 2 / 115
Specification No : Bd.A.1
Spec. Page No : 259
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
120.9
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193
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Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means
Item / Page No : 6 / 115
Specification No : Bd.A.2
Spec. Page No : 259
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
35.37
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212
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Excavation for foundation in hard murum and boulders including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary back filling, ramming, watering including shoring the strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means
Item / Page No : 10 / 115
Specification No : Bd.A.3
Spec. Page No : 259
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
10.02
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235
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Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete.
Item / Page No : 40 / 118
Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.
17.84
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1902.1
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Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper.
Item / Page No : 24 / 117
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item sahll be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.
187.63
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94
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Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 centimetre to 1.5 centimetre diameter about 30 centimetre to 60 centimetre deep at 15 centimetre center to center as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. (For Ground Floor)
Item / Page No : 25 / 117
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item sahll be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.
97.2
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153
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Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the backfill in immidiate contact with foundation at the rate of 5 litres of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of vertical surface area covering ten years guarantee on bond paper.
Item / Page No : 23 / 116
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item sahll be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.
78.16
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97
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Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing excetra complete. (with reversible drum type mixer) without Supervisory Control and Data Aquisition with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (using ARTIFICIAL SAND).
Item / Page No : 2 / 62
Specification No : CD.3
Spec. Page No : 160
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
27.21
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6750.75
... More
Providing and laying in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).
Item / Page No : 11 / 133
Specification No : Bd.F.3, B-7
Spec. Page No : 298, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
14.41
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7193.05
... More
Providing and laying cast in situ / Ready Mix cement conrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including steel centering, formwork, cover blocks,aying/pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.with fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 31 / 134
Specification No : Bd.F.5, B-7
Spec. Page No : 300, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
15.44
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13514.05
... More
For First Floor
Item / Page No : 31 / 134
Specification No : As per Item No 14a
Spec. Page No : ---
Additional Specifications : As per Item No 14a
10.81
-
13642.7
... More
Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 50 / 135
Specification No : Bd.F.6, B-7
Spec. Page No : 300-301, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
24.62
-
12010.05
... More
For First Floor
Item / Page No : 50 / 135
Specification No : As per Item No 15a
Spec. Page No : ---
Additional Specifications : As per Item No 15a
7.38
-
12123.65
... More
Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks,laying / pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 70 / 135
Specification No : Bd.F.8, B-7
Spec. Page No : 302-303, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
19.51
-
14470.05
... More
For First Floor
Item / Page No : 70 / 135
Specification No : As per Item No 16a
Spec. Page No : ---
Additional Specifications : As per Item No 16a
18.16
-
14608.25
... More
Providing and laying cast in situ / Ready Mix Cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete pardi of required thickness including centering, formwork, cover blocks, compacting, finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 17 / 137
Specification No : Bd.F.11, B-7
Spec. Page No : 304, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
1
-
15219.05
... More
For First Floor
Item / Page No : 17 / 137
Specification No : As per Item No 17a
Spec. Page No : ---
Additional Specifications : As per Item No 17a
3.07
-
15364.75
... More
Providing and fixing of colour coated zincalume (R) AZ 150 (Minimum 150 grams per square metre total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 milimetre base metal thickness (BMT) (0.5 milimetre TCT), Hi-strength steel with minium 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55 percent aluminium, 43.4 percent zinc, 1.6 percent silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nominal 950-1050 milimetre effective cover width and nominal 25-30 milimetre deep ribs with subtle square fluting in the five pan at nominal 180-250 milimetre center to centre. The end rib shall be designed for anti capilary groove and return leg. The feed material should have coil manufacturer's product details marked at regular interval. Including fasteners with minium fatened with minium 25 um zinc-tin alloy coated, hex head, self-drilling screw, excetra complete. (Weight of profile 4.52 kilogram per square metre). (For Ground Floor)
Item / Page No : 34 / 173
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
25
-
1095
... More
Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap metal for reinforced cement concrete chajja as per detailed design and drawings including centering, formwork, cover blocks, compacting, finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate of natural sand/V.S.I. quality Artificial Sand (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 5 / 137
Specification No : BDF-9, B-7
Spec. Page No : 303-304, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
0.93
-
13638.05
... More
For First Floor
Item / Page No : 5 / 137
Specification No : As per Item No 19a
Spec. Page No : ---
Additional Specifications : As per Item No 19a
0.37
-
13767.95
... More
Providing and fixing in position thermo mechnically treated FE-500 steel bar reinforcement of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete. (For Ground Floor)
Item / Page No : 33 / 139
Specification No : Bd.F.17
Spec. Page No : 306
Additional Specifications : 1. As per Indian Standard 1786 / 1985 with latest amendments. 2. Various diametre of TMT-FE 500 bars brought on site for the work shall be got tested category wise and lot wise as directed by the Engineer in-charge and minimum 50% of testing should be done in departmental laboratory. 3. Steel to be used must be procured from authorised agent of main producers.
9.69
-
72087.95
... More
For First Floor
Item / Page No : 33 / 139
Specification No : As per Item No 20a
Spec. Page No : ---
Additional Specifications : As per Item No 20a
4.51
-
72805.75
... More
Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete.
Item / Page No : 36 / 117
Specification No : Bd.A.10
Spec. Page No : 262-263
40.1
-
113
... More
Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compaction, excetra complete.
Item / Page No : 37 / 117
Specification No : Bd.A.11
Spec. Page No : 263-264
37.93
-
770.05
... More
Providing second class burnt brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailling out water manually, striking joints, on unexposed faces, racking out joints on exposed faces and watering, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 1 / 144
Specification No : Bd.G.1
Spec. Page No : 313
Additional Specifications : 1. The brick shall be got tested before use, from the Government laboratory at the rate of one batch of 15 bricks for every 50000 bricks or part therof at the contractors cost for the following. A) Crushing strength:- i. Dry condition 5 bricks ii. Wet condition 5 bricks B) Water aborption 5 bricks 2. In addition, bricks shall be tested for size, shape and soundness. 3. The proportion of cement mortar shall be 1:6. 4. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 5. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 6. The brick work shall be cured for a minimum period of 14 days. 7. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 8. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 9. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
29.81
-
8064.75
... More
Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailling out water, striking joints on unexposed faces and watering, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 1 / 146
Specification No : Bd.H.1
Spec. Page No : 329
Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
1.4
-
5551.3
... More
Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent make conforming to Indian Standard : 2185 (Part 3) - 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in superstructure including striking joints, raking out joints and scaffolding, excetra Complete. (For Ground Floor)
Item / Page No : 15 / 145
Additional Specifications : 1. The test shall be carried out conforming to IS:6441 (Part I) - 1972. 2. In addition, bricks shall be tested for size, shape and soundness. 3. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 5. The work shall be done as per instructions of Engineer in charge.
42.06
-
7045
... More
For First Floor
Item / Page No : 15 / 145
Specification No : As per Item No 25a
Spec. Page No : ---
Additional Specifications : As per Item No 25a
38.32
-
7115.45
... More
Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent make conforming to Indian Standard : 2185 (Part 3) - 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in half brick thick wall including striking joints, raking out joints and scaffolding, excetra Complete. (For Ground Floor)
Item / Page No : 16 / 145
Additional Specifications : 1. The test shall be carried out conforming to IS:6441 (Part I) - 1972. 2. In addition, bricks shall be tested for size, shape and soundness. 3. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 5. The work shall be done as per instructions of Engineer in charge.
58.94
-
984
... More
For First Floor
Item / Page No : 16 / 145
Specification No : As per Item No 26a
Spec. Page No : ---
Additional Specifications : As per Item No 26a
89.97
-
993.85
... More
Providing sand faced plaster externally in cement mortar using approved screened sand in all positions including base coat of 15 milimetre thick in cement mortar 1:4 using waterproofing compound at one killogramme per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment of 6 to 8 milimetre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 11 / 153
Specification No : Bd.L.7
Spec. Page No : 369
Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
495.29
-
616.8
... More
For First Floor
Item / Page No : 11 / 153
Specification No : As per Item No 27a
Spec. Page No : ---
Additional Specifications : As per Item No 27a
228.56
-
622.8
... More
Providing internal cement plaster 12 milimetre thick in a single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 4 / 153
Specification No : Bd.L.2
Spec. Page No : 368
Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
223.34
-
272.05
... More
For First Floor
Item / Page No : 4 / 153
Specification No : As per Item No 28a
Spec. Page No : ---
Additional Specifications : As per Item No 28a
179.33
-
274.7
... More
Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:4 without neeru finish to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 7 / 153
Specification No : Bd.L.4
Spec. Page No : 368
Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
188.84
-
379.2
... More
For First Floor
Item / Page No : 7 / 153
Specification No : As per Item No 29a
Spec. Page No : ---
Additional Specifications : As per Item No 29a
207.27
-
382.85
... More
Providing neeru finish to plastered surfaces in all positions including scaffolding and curing, excetra complete. (For Ground Floor)
Item / Page No : 15 / 153
Specification No : Bd.L.10
Spec. Page No : 370
93.09
-
61
... More
For First Floor
Item / Page No : 15 / 153
Specification No : As per Item No 30a
Spec. Page No : ---
Additional Specifications : As per Item No 30a
72.6
-
61.6
... More
Providing fine cement finish 1.5 milimetre thick over green plaster surface including scaffolding, curing, excetra complete. (For Ground Floor)
Item / Page No : 21 / 154
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
60.86
-
68.6
... More
Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 8 / 153
Specification No : Bd.L.4
Spec. Page No : 368
Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
60.86
-
390.1
... More
Providing and fixing 50 milimetre diameter and 1.5 milimetre thick stainless steel hand railing in stainless steel 304 grade including fabricating, fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For Ground Floor)
Item / Page No : 111 / 276
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
6.3
-
3250
... More
For First Floor
Item / Page No : 111 / 276
Specification No : As per Item No 33a
Spec. Page No : ---
Additional Specifications : As per Item No 33a
8.04
-
3282.5
... More
Providing and fixing mild steel grill work for windows, ventilator, excetra 20 kilogram per square metre as per drawings including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting, excetra complete. (For Ground Floor)
Item / Page No : 1 / 192
Specification No : Bd.U.1
Spec. Page No : 537
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The grill design shall be got approved from the Engineer in-charge before use.
13.14
-
1851.75
... More
For First Floor
Item / Page No : 1 / 192
Specification No : As per Item No 34a
Spec. Page No : ---
Additional Specifications : As per Item No 34a
13.14
-
1870.2
... More
Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats, excetra complete. (with guard bars 12 milimetre square at 10 centimetre center to centre.) (For Ground Floor)
Item / Page No : 20 / 180
Specification No : Bd.T.53
Spec. Page No : 509
Additional Specifications : Window shutter and fixtures and fastenings shall be got approved by Engineer in-charge.
1.08
-
4485
... More
For First Floor
Item / Page No : 20 / 180
Specification No : As per Item No 35a
Spec. Page No : ---
Additional Specifications : As per Item No 35a
1.08
-
4529.85
... More
Providing and fixing in position (as per Indian Standard : 1868/1982) aluminium sliding window of three tracks with rectangular pipe having overall dimentsions 95 milimetre X 38 milimetre X 0.90 milimetre at weight 0.637 kilogram per running metre and window frame bottom track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 1.070 kilogram per running metre. Top and side track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.933 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts excetra complete. - With powder coating without box. (For Ground Floor)
Item / Page No : 44 / 185
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
9.36
-
4864
... More
For First Floor
Item / Page No : 44 / 185
Specification No : As per Item No 36a
Spec. Page No : ---
Additional Specifications : As per Item No 36a
9.36
-
4912.65
... More
Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 milimetre X 38 milimetre X 1.22 milimetre box type, 5 milimetre thick sheet glass louvers of approved quality, excetra complete. (For Ground Floor)
Item / Page No : 68 / 188
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2.16
-
3107
... More
For First Floor
Item / Page No : 68 / 188
Specification No : As per Item No 37a
Spec. Page No : ---
Additional Specifications : As per Item No 37a
2.16
-
3138.05
... More
Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 milimetre X 9 milimetre X 3 milimetre minimum size, crossings of mild steel flats of size 18 milimetre X 5 milimetre T or E section for runner of minimum 40 milimetre X 6 milimetre size for flange, mild steel flat for top runner of minimum size 40 milimetre X 12 milimetre with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 milimetre, maximum spacing of vertical channels be 100 milimetre enclosed gate position and clear space of 150 milimetre between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting, excetra complete. (Indian Standard : 10521-1983). (For Ground Floor)
Item / Page No : 26 / 182
Specification No : Bd.T.57
Spec. Page No : 511
10.08
-
3736
... More
For First Floor
Item / Page No : 26 / 182
Specification No : As per Item No 38a
Spec. Page No : ---
Additional Specifications : As per Item No 38a
2.52
-
3773.35
... More
Providing and fixing 30 milimetre thick both side prelaminated solid panel polyvinyl chloride door shutter consisting of frame made out of mild steel tube of 19 gauge thickness and size 19 milimetre X 19 milimetre for styles and 15 milimetre X 15 milimetre for top and bottom rails, mild steel frame shall have a coat of metel primer of approved make and manufacture. Mild steel frame shall be covered with heat mouled polyvinyl chloride "C" channel made from 5 milimetre (+/0.25) thick prelaminated sheet of density 600 kilogram per cubic metre, of size 30 milimetre thickness 70 milimetre width out of which 50 milimetre shall be flat and 20 milimetre shall be tapered in 45 degree angle on either side forming stiles; and 5 milimetre thick, 95 milimetre wide polyvinyl chloride sheet out of which 75 milimetre shall be flat and 20 milimetre shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 milimetre wide polyvinyl chloride sheet out of which 75 milimetre shall be flat and 20 milimetre shall be tapered on both sides to form lock rail. Top, bottom and lock rail shall be provided either side of the panel. An additional 5 milimetre (+/0.25) thick polyvinyl chloride strip of 20 milimetre width is to be stuck on the bottom side of the "C" channel prelaminated paneling of 5 milimetre (+/0.25) thick polyvinyl chloride sheet to be fitted inside the mild steel frame welded / sealed to the styles and rails with 5 milimetre (+/0.25) X 30 milimetre polyvinyl chloride sheet beading on either side and joined together with solvent cement adhesive, excetra 10 milimetre thickness (5 milimetre (+/0.25) X 2 numbers) 20 milimetre wide cross polyvinyl chloride sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 numbers mild steel powder coated butt hinges of size 100 milimetre X 25 milimetre X 2 milimetre using 32 milimetre long steel screws drilled suitable to pass through both the walls of the mild steel tube. Other hardwares should be fixed with 19 milimetre X 6 milimetre size steel screws including fixture fasting. Complete as per direction of Engineer in-charge. (For Ground Floor)
Item / Page No : 47 / 186
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
4
-
6020
... More
For First Floor
Item / Page No : 47 / 186
Specification No : As per Item No 39a
Spec. Page No : ---
Additional Specifications : As per Item No 39a
5.33
-
6080.2
... More
Providing and fixing solid core flush door shutter in single leaf 32 milimetre thick decorative type of exterior grade as per detailed drawings, approved face veneers 3 milimetre thick on both faces or as directed, all necessary beeds, moulding and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides and finishing with french polish, excetra complete. (For Ground Floor)
Item / Page No : 9 / 179
Specification No : Bd.T.34
Spec. Page No : 499
Additional Specifications : Door shutter and fixtures and fastenings shall be got approved by Engineer in-charge.
11.07
-
2824
... More
For First Floor
Item / Page No : 9 / 179
Specification No : As per Item No 40a
Spec. Page No : ---
Additional Specifications : As per Item No 40a
13.02
-
2852.25
... More
Providing and fixing in position, double shuttered aluminium extruded powder coated openable door of specified size with aluminium door frame of powder coated section 101.60 milimetre X 44.75 milimetre, 3.18 milimetre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 milimetre X 44.5 milimetre, 3 milimetre thick top rails 47.62 milimetre X 44.45 milimetre, 3 milimetre thick, vertical style 47.62 milimetre X 44.45 milimetre, 3.00 milimetre thick and for shutter plain glass panes 5 milimetre thick for top panels and 12 milimetre thick both side laminated phenol bonded particle board panels for bottom panels excetra, Indian Standard Institution mark, heavy duty, Hydraulic floor spring of 150 kilogram capacity, having heavy duty concealed lock, necessary beeding, glazing clips, poly vinyl chloride gaskets, 250 milimetre length tower aluminium bolts, 150 milimetre diameter pad handle, excetra as per detailed design and drawing or as directed by engineer in charge including all materials, labours and equipments, excetra complete. (For Ground Floor)
Item / Page No : 63 / 188
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2.21
-
7858
... More
Providing and fixing in position, single shuttered aluminium extruded powder coated openable door of overall size 0.90 metre X 2.40 metre with aluminium door frame of powder coated section 101.60 milimetre X 44.75 milimetre, 3.18 milimetre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 milimetre X 44.5 milimetre, 3 milimetre thick top rails 47.62 milimetre X 44.45 milimetre, 3 milimetre thick, vertical style 47.62 milimetre X 44.45 milimetre, 3.00 milimetre thick and for shutter plain glass panes 5 milimetre thick for top panels and 12 milimetre thick both side laminated phenol bonded particle board panels for bottom panels excetra, Indian Standard Institution mark, heavy duty, Hydraulic floor spring of 150 kilogram capacity, having heavy duty concealed lock, necessary beeding, glazing clips, poly vinyl chloride gaskets, 250 milimetre length tower bolts, 150 milimetre diameter pad handle, excetra as per detailed design and drawing or as directed by engineer in charge including all materials, labours and equipments, excetra complete. (For Ground Floor)
Item / Page No : 64 / 188
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
7.7
-
7387
... More
Providing and fixing shutters to wall cupboard consisting of teak wood styles and rails 25 milimetre thick and 75 milimetre wide with panel insert of 12 milimetre thick particle board with one approved coloured laminated face on one side, 1.5 milimetre thick bonded with phenol Formaldehyde synthetic resin including lipping, beading,iron oxidised fixtures and fastening and oil primer coat, excetra complete. (Excluding cupboard frame) (For Ground Floor)
Item / Page No : 22 / 170
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
3.15
-
3457
... More
For First Floor
Item / Page No : 22 / 170
Specification No : As per Item No 43a
Spec. Page No : ---
Additional Specifications : As per Item No 43a
3.6
-
3491.55
... More
Providing 25 milimetre to 30 milimetre thick partition of polished black Kadappa stone slab of approved quality including giving required sizes and shape, excetra, fixing in cement mortar 1:3, curing and cement, excetra complete. - One side polish (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 32 / 158
Specification No : Bd.M.35B
Spec. Page No : 393
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
11.52
-
971.9
... More
For First Floor
Item / Page No : 32 / 158
Specification No : As per Item No 44a
Spec. Page No : ---
Additional Specifications : As per Item No 44a
11.52
-
981.55
... More
Providing 25 milimetre to 30 milimetre thick partition of polished black Kadappa stone slab of approved quality including giving required sizes and shape, excetra, fixing in cement mortar 1:3, curing and cement, excetra complete. - Both side polish (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 33 / 158
Specification No : Bd.M.35B
Spec. Page No : 393
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
1.08
-
1120.9
... More
For First Floor
Item / Page No : 33 / 158
Specification No : As per Item No 45a
Spec. Page No : ---
Additional Specifications : As per Item No 45a
1.08
-
1132.05
... More
Providing and laying machine cut machine polished Kotah stone flooring 25 milimetre to 30 milimetre thick in required width in plain / diamond pattern on bed of 1:6 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 6 / 156
Specification No : Bd.M.3
Spec. Page No : 380
Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
16.36
-
1228.4
... More
For First Floor
Item / Page No : 6 / 156
Specification No : As per Item No 46a
Spec. Page No : ---
Additional Specifications : As per Item No 46a
31.86
-
1240.55
... More
Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. - Flooring (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 40 / 159
Specification No : Bd.M.12
Spec. Page No : 385
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
66.89
-
1196.3
... More
For First Floor
Item / Page No : 40 / 159
Specification No : As per Item No 47a
Spec. Page No : ---
Additional Specifications : As per Item No 47a
56.56
-
1207.85
... More
Providing and laying vitrified mirror / glossy finish tiles having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. - Skirting (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 41 / 159
Specification No : Bd.M.12
Spec. Page No : 385
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
7.54
-
1268.3
... More
For First Floor
Item / Page No : 41 / 159
Specification No : As per Item No 48a
Spec. Page No : ---
Additional Specifications : As per Item No 48a
9.17
-
1280.55
... More
Providing and laying ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to corrosponding Indian standared for dado and skirting in required position with ready made adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white / colour cement slurry, cleanding, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 25 / 158
Specification No : Bd.M.13
Spec. Page No : 386
Additional Specifications : 1. The work shall be carried out as per direction of Engineer in-charge. 2. The work shall be carried out as per the sample approved from the Deputy Chief Architect, Public Works Deparment, Pune Region, Pune and kept in the office of the Executive Engineer. 3. The tiles should be of reputed approved brand. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
62.5
-
1267.3
... More
For First Floor
Item / Page No : 25 / 158
Specification No : As per Item No 49a
Spec. Page No : ---
Additional Specifications : As per Item No 49a
28.35
-
1279.55
... More
Providing and laying matt finish ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to Indian Standard 15622 : 2006 (Group DII-A) and 7 milimetre to 8 milimetre thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white / colour cement slurry, cleaning, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 24 / 158
Specification No : Bd.M.12
Spec. Page No : 385
Additional Specifications : 1. The work shall be carried out as per direction of Engineer in-charge. 2. The work shall be carried out as per the sample approved from the Deputy Chief Architect, Public Works Deparment, Pune Region, Pune and kept in the office of the Executive Engineer. 3. The tiles should be of reputed approved brand. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
1.08
-
1198.3
... More
For First Floor
Item / Page No : 24 / 158
Specification No : As per Item No 50a
Spec. Page No : ---
Additional Specifications : As per Item No 50a
2.16
-
1209.85
... More
Providing and laying telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of 18 milimetre to 20 milimetre thick for door frame / dado / window boxing, excetra on cement mortar 1:6 including filling joints with polymer base filler, nosing the sharp edges wherever necessary, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 68 / 161
Additional Specifications : 1. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
15.05
-
4364.55
... More
For First Floor
Item / Page No : 68 / 161
Specification No : As per Item No 51a
Spec. Page No : ---
Additional Specifications : As per Item No 51a
10.19
-
4408.1
... More
Providing and fixing M-40 grade thick vibrated pull cast or similar type concrete frame with chamfer confirming to Indian Standard : 6524-1983 having 6 milimetre diameter bars three numbers and stirrups at 250 milimetre center to center and fixing in wall with six numbers of holdfast of 12 milimetre diameter bars 500 milimetre long including primer and oil painting, excetra complete. - Frame size 60 milimetre X 100 milimetre. (For Ground Floor)
Item / Page No : 56 / 187
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor.
54.3
-
899
... More
For First Floor
Item / Page No : 56 / 187
Specification No : As per Item No 52a
Spec. Page No : ---
Additional Specifications : As per Item No 52a
45.75
-
908
... More
Providing and laying in position flooring of telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of approved shade and size 18 milimetre to 20 milimetre thick on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 34 / 158
Specification No : Bd.M.3 B
Spec. Page No : 380
Additional Specifications : 1. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
1
-
4016.4
... More
For First Floor
Item / Page No : 34 / 158
Specification No : As per Item No 53a
Spec. Page No : ---
Additional Specifications : As per Item No 53a
1
-
4056.45
... More
Providing and fixing machine cut machine polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on a bed of 1:4 cement mortar including float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 35 / 158
Specification No : Bd.M.22 B
Spec. Page No : 390
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. The edge of step should be chafered or rounded as directed. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
20.11
-
4149.3
... More
For First Floor
Item / Page No : 35 / 158
Specification No : As per Item No 54a
Spec. Page No : ---
Additional Specifications : As per Item No 54a
9.45
-
4190.7
... More
Providing and laying antiskid ceramic tiles of approved quality of size 30 centimetre X 30 centimetre and confirming to Indian Standard 15622:2006 (Group BIIa) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 67 / 161
Specification No : Bd.M.12
Spec. Page No : 385
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
5.04
-
1217.3
... More
For First Floor
Item / Page No : 67 / 161
Specification No : As per Item No 55a
Spec. Page No : ---
Additional Specifications : As per Item No 55a
5.04
-
1229.05
... More
Providing and laying damp proof course 50 milimetre thick in M-20 cement concrete layer and bitumen / using cement with waterproofing compound curing, formwork, excetra complete. (For First Floor) (using ARTIFICIAL SAND).
Item / Page No : 1 / 150
Specification No : Bd.J.2
Spec. Page No : 355
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
122.35
-
453.1
... More
Providing water proof bedding for flooring of bath and water closet 25 milimetre thick in cement mortar 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs. 500/- including ponding test, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 5 / 150
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in charge. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
7.2
-
417
... More
Providing and applying priming coat over new / old steel and other metal surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matters and scoured with wire brushes, fine steel wool, scrappers and sand paper, scaffolding, excetra complete. (For Ground Floor)
Item / Page No : 20 / 165
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
718.63
-
33
... More
For First Floor
Item / Page No : 20 / 165
Specification No : As per Item No 58a
Spec. Page No : ---
Additional Specifications : As per Item No 58a
407.88
-
33.35
... More
Providing and applying washable oil bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces (excluding the primer coat), excetra complete. (For Ground Floor)
Item / Page No : 11 / 167
Specification No : Bd.P.5
Spec. Page No : 413
Additional Specifications : 1. The priming coat should be applied and got approved from Engineer in-charge. 2. The shade of paints shall be got approved by the Engineer in-charge before use. 3. The paints shall be of Indian Standards and from approved manufactures. The paints shall be got approved before use.
93.09
-
43
... More
For First Floor
Item / Page No : 11 / 167
Specification No : As per Item No 59a
Spec. Page No : ---
Additional Specifications : As per Item No 59a
72.6
-
43.45
... More
Providing and applying plastic emulsiton paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface (excluding the primer coat), excetra complete. (For Ground Floor)
Item / Page No : 12 / 167
Specification No : Bd.P.6
Spec. Page No : 414
Additional Specifications : 1. The priming coat should be applied and got approved from Engineer in-charge. 2. The shade of paints shall be got approved by the Engineer in-charge before use. 3. The paints shall be of Indian Standards and from approved manufactures. The paints shall be got approved before use.
495.29
-
70
... More
For First Floor
Item / Page No : 12 / 167
Specification No : As per Item No 60a
Spec. Page No : ---
Additional Specifications : As per Item No 60a
228.56
-
70.7
... More
Providing and constructing brick masonry inspection chamber 60 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and farme fixed in cement concrete Cover medium duty 140 kilogram with frame etc complete. (using ARTIFICIAL SAND).
Item / Page No : 12 / 200
Specification No : Bd.V.43
Spec. Page No : 574
Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge.
2
-
8498.1
... More
Providing and constructing brick masonry inspection chamber 90 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and with frame fixed in cement concrete with reinforced cement concrete cover medium duty 140 kilogram with frame etc complete. (using ARTIFICIAL SAND).
Item / Page No : 13 / 200
Specification No : Bd.V.43
Spec. Page No : 574
Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge.
4
-
10363.15
... More
Providing and fixing Orissa type white glazed earrthenware 575 milimetre water closet pan including "S" trap with earthenware foot rests, cast iron soil and vent pipe upto outside face of the wall, 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories excetra complete. (For Ground Floor)
Item / Page No : 30 / 202
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
1
-
3742
... More
For First Floor
Item / Page No : 30 / 202
Specification No : As per Item No 63a
Spec. Page No : ---
Additional Specifications : As per Item No 63a
2
-
3779.4
... More
Providing and fixing European type white glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 litres cistern with black backlite seat with all necessary pipe connection, excetra complete. (For Ground Floor)
Item / Page No : 34 / 202
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
1
-
10463
... More
Providing and fixing 10 centimetre poly vinyl chloride nahani trap with grating, excetra complete. (For Ground Floor)
Item / Page No : 67 / 205
Specification No : Bd.V.32A
Spec. Page No : 551
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2
-
496
... More
For First Floor
Item / Page No : 67 / 205
Specification No : As per Item No 65a
Spec. Page No : ---
Additional Specifications : As per Item No 65a
2
-
500.95
... More
Providing and fixing 450 milimetre X 550 milimetre size superior type belgium mirror with 16 milimetre diameter nickel plated towel rod, excetra complete. (For Ground Floor)
Item / Page No : 20 / 201
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2
-
787
... More
For First Floor
Item / Page No : 20 / 201
Specification No : As per Item No 66a
Spec. Page No : ---
Additional Specifications : As per Item No 66a
2
-
794.85
... More
Providing and fixing chromium plated towel rod 16 milimetre diameter and 75 centimetre in length including all accessories complete. (For Ground Floor)
Item / Page No : 31 / 202
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2
-
272
... More
For First Floor
Item / Page No : 31 / 202
Specification No : As per Item No 67a
Spec. Page No : ---
Additional Specifications : As per Item No 67a
2
-
274.7
... More
Providing and fixing white glazed earthenware wash hand basin of 55 centimetre X 40 centimetre size including cold water piller tap / cold and hot water piller tap brackts, rubber plugs and brass chain, stop tap and necessary pipe connections including polyvinyl chloride waste pipe and trap upto the outside face of the wall.Making good the damaged surface,testing excetra complete. (For Ground Floor)
Item / Page No : 63 / 198
Specification No : Bd.V.30
Spec. Page No : 565
2
-
5318
... More
For First Floor
Item / Page No : 63 / 198
Specification No : As per Item No 68a
Spec. Page No : ---
Additional Specifications : As per Item No 68a
2
-
5371.2
... More
Providing and fixing white glazed earthenware sink 600 milimetre X 200 milimetre X 450 milimetre including all connections of the galvanised iron supply and polyvinyl chloride waste pipes upto the outside face of the wall, cold water chromium plated screw down bib tap, rolled steel or cast iron brackets, rubber plug with chain and stop tap complete. (For Ground Floor)
Item / Page No : 75 / 199
Specification No : Bd.V.31
Spec. Page No : 566
1
-
5122
... More
For First Floor
Item / Page No : 75 / 199
Specification No : As per Item No 69a
Spec. Page No : ---
Additional Specifications : As per Item No 69a
2
-
5173.2
... More
Providing and fixing 100 milimetre diameter chromium plated brass shower rose to 15 milimetre diameter supply pipe including necessary bend and sockets complete. (For Ground Floor)
Item / Page No : 51 / 197
Specification No : Bd.V.12
Spec. Page No : 556
2
-
476
... More
For First Floor
Item / Page No : 51 / 197
Specification No : As per Item No 70a
Spec. Page No : ---
Additional Specifications : As per Item No 70a
2
-
480.75
... More
Providing and fixing 100 milimetre diameter stabilliser pipe / polyvinyl chloride soil vent / waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps, excetra complete. (For Ground Floor)
Item / Page No : 52 / 204
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
14.6
-
735
... More
For First Floor
Item / Page No : 52 / 204
Specification No : As per Item No 71a
Spec. Page No : ---
Additional Specifications : As per Item No 71a
7.3
-
742.35
... More
Providing, laying and fixing polyvinyl chloride pipe of 50 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete.
Item / Page No : 26 / 202
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The P.V.C. Pipe should be of approved and standard brand.
20
-
417
... More
Providing, laying and fixing polyvinyl chloride pipe of 110 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete.
Item / Page No : 28 / 202
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The P.V.C. Pipe should be of approved and standard brand.
15
-
535
... More
Provoding and fixing high density polyethylen container of approved make one piece moulded water tank made out of high density polyethylen and built corrugated inclusive of delivery upto destination housting, fixing of accessaries such as inlet, outlet, overflow pipe inclusive of all Taxes. Capacity between 200 litres to 1000 litres. (For First Floor)
Item / Page No : 53 / 204
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
4000
-
13.15
... More
Providing and fixing screw down for 25 milimetre diameter wheeled stop tap of brass including necessary sockets / union nut complete. (For Ground Floor)
Item / Page No : 45 / 197
Specification No : Bd.V.9
Spec. Page No : 555
2
-
785
... More
For First Floor
Item / Page No : 45 / 197
Specification No : As per Item No 75a
Spec. Page No : ---
Additional Specifications : As per Item No 75a
2
-
792.85
... More
Providing and fixing half turn 25 milimetre diameter gun metal flushing cock including all accessories, excetra complete. (For Ground Floor)
Item / Page No : 32 / 202
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
1
-
846
... More
For First Floor
Item / Page No : 32 / 202
Specification No : As per Item No 76a
Spec. Page No : ---
Additional Specifications : As per Item No 76a
2
-
854.45
... More
Providing and fixing 15 milimetre diameter screw down bib / stop tap of brass including necessary socket union nut complete. (For Ground Floor)
Item / Page No : 40 / 196
Specification No : Bd.V.8
Spec. Page No : 554
3
-
637
... More
For First Floor
Item / Page No : 40 / 196
Specification No : As per Item No 77a
Spec. Page No : ---
Additional Specifications : As per Item No 77a
3
-
643.35
... More
Providing soak pit of size 120 centimetre X 120 centimetre X 120 centimetre including excavating and filling with brick bats.
Item / Page No : 19 / 201
Specification No : Bd.V.46
Spec. Page No : 576
2
-
2683
... More
Providing and fixing 45 centimetre wide mild steel ladder of 40 milimetre X 6 milimetre mild steel flat stringers and steps of 18 milimetre diameter mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60 centimetre X 30 centimetre X 30 centimetre and painting the ladder with anticorossive paint complete. (For First Floor)
Item / Page No : 56 / 198
Specification No : Bd.V.19
Spec. Page No : 559
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor.
2
-
1162.5
... More
Providing and fixing 90 centimetre X 60 centimetre granite name plate engraving 10 centimetre height letter, figures including painting the letters / figures with approved colour and shade complete.
Item / Page No : 12 / 213
Specification No : Bd.W.7
Spec. Page No : 586-587
2
-
7985
... More
Providing and fixing lightening conductor system comprising of errecting Air-Termination consisting of tubular copper rod of 25 milimetre diameter 1.2 milimetre thick with multiple points head 1.2 metre long (Heavy Duty) welded or clamped to galvanised iron pipe pole 'B' Grade 50 milimetre diameter of required length with mild steel round base plate 25 milimetre diameter and 10 milimetre thick at bottom embedded in cement concrete 1:3:6 foundation of size 45 centimetre diameter X 45 centimetre height and providing earthing with copper earth plate of size 60 centimetre X 60 centimetre X 0.3 centimetre with cadmium plated nut bolts to fix earthing strip burried in specially prepared earth pit 1.5 metre below ground level with 40 kilogram charcoal and salt with alternate layers of charcoal and salt and galvanised iron pipe of 40 milimetre diameter 2 metre length burried in earth upto earthing plate, remaining portion above ground level for watering and refilling complete.
Item / Page No : 18 / 214
Specification No : Bd.W.1
Spec. Page No : 581
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
1
-
22189
... More
Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 60 milimetre thickness of having a strength of 400 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning excetra complete.(using 100 per cent crushed sand), excetra complete.
Item / Page No : 53 / 160
Specification No : Bd.M-12
Spec. Page No : 385
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer.
84
-
960.15
... More
Providing and laying rough Shahabad stone flooring 40 milimetre to 45 milimetre thick and of required width in plain / diamond pattern on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 2 / 156
Specification No : BD.M.1
Spec. Page No : 379
Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
43.4
-
786.45
... More
Door Closer
Non-Dsr Item
Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
2
-
956
... More
Providing and fixing on walls / celling / floor, 15 milimetre diameter chlorinated polyvinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)
Item / Page No : 55 / 204
Specification No : Bd.V.5
Spec. Page No : 551
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.
25
-
246
... More
For First Floor
Item / Page No : 55 / 204
Specification No : As per Item No 85a
Spec. Page No : ---
Additional Specifications : As per Item No 85a
20
-
248.45
... More
Providing and fixing on walls / celling / floor, 25 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)
Item / Page No : 57 / 204
Specification No : Bd.V.5
Spec. Page No : 551
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.
24
-
336
... More
For First Floor
Item / Page No : 57 / 204
Specification No : As per Item No 86a
Spec. Page No : ---
Additional Specifications : As per Item No 86a
20
-
339.35
... More
Providing and fixing on walls / celling / floor, 40 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)
Item / Page No : 59 / 204
Specification No : Bd.V.5
Spec. Page No : 551
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.
10
-
492
... More
For First Floor
Item / Page No : 59 / 204
Specification No : As per Item No 87a
Spec. Page No : ---
Additional Specifications : As per Item No 87a
10
-
496.9
... More
Providing and fixing chromium plated pillar cock long neck with aerator of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)
Item / Page No : 82 / 206
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
3
-
1338
... More
For First Floor
Item / Page No : 82 / 206
Specification No : As per Item No 88a
Spec. Page No : ---
Additional Specifications : As per Item No 88a
2
-
1351.4
... More
Providing and erecting chain link fencing 1.6 metre height with galvanised iron chain link of size 50 milimetre X 50 milimetre 8 guage thick and fixed 75 milimetre above Ground level on vertical Mild Steel Angle of 40 milimetre X 40 milimetre X 6 milimetre size including excavating pits for foundation and embedded in cement concrete block of 1:4:8 mix of size 450 milimetre X 450 milimetre X 670 milimeter. at 1.75 metre c/c with iron bar 16 milimetre diameter as hold fast including welding link with angle frame at 30 centimetre center to center with nuts and bolts and horizontal mild steel Angles at top and bottom of 25 milimetre X 25 milimetre X 5 milimetre size and vertical mild steel flat 35 milimetre X 5 milimetre and 25 milimetre X 5 milimetre horizontal including cross support of 40 milimetre X 40 milimetre X 6 milimetre Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 milimetre X 450 milimetre X 670 milimetre including 3 coats of oil painting, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 39 / 217
Additional Specifications : 1. The work shall be carried out as directed by Engineer In-Charge. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
33
-
2366.1
... More
Providing and fixing 50 milimetre diameter medium class Galvanised Iron Pipe gate with wicked gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in cement concrete block at top and bottom with locking arrangement incluing cutting, bending, making holes and with one coat of primer complete.
Item / Page No : 5 / 129
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
6
-
6676
... More
Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).
Item / Page No : 8 / 131
Specification No : Bd.E.4, B-7
Spec. Page No : 289-290, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
19.27
-
6564.75
... More
Providing and applying two coats of waterproof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surfaces, watering for two days, excetra complete. (For Ground Floor)
Item / Page No : 13 / 164
Specification No : Bd.O.8
Spec. Page No : 406
Additional Specifications : 1. The shade of paints shall be got approved by the Engineer in-charge before use. 2. The paints shall be of Indian Standards and from approved manufactures. The paints shall be got approved before use.
44.8
-
74
... More
For First Floor
Item / Page No : 13 / 164
Specification No : As per Item No 92a
Spec. Page No : ---
Additional Specifications : As per Item No 92a
49.55
-
74.75
... More
Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, compacting, finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 23 / 138
Specification No : Bd.F.12, B-7
Spec. Page No : 304-305, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
4.33
-
7327.05
... More
Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding Indian Standard of approved manufacturer and of approved colour to the plastered surfaces including cleaning, preparing the plaster surfaces, applying primer coat, scaffolding, if necessary and watering the surface for two days, excetra complete. (For Ground Floor)
Item / Page No : 25 / 165
Additional Specifications : 1. The shade of paints shall be got approved by the Engineer in-charge before use. 2. The paints shall be of Indian Standards and from approved manufactures. The paints shall be got approved before use.
38.32
-
240
... More
For First Floor
Item / Page No : 25 / 165
Specification No : As per Item No 94a
Spec. Page No : ---
Additional Specifications : As per Item No 94a
228.56
-
242.4
... More
Providing and fixing 75 milimetre diameter stabilliser pipe / polyvinyl chloride soil vent / waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps excetra complete. (For Ground Floor)
Item / Page No : 51 / 204
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
25
-
539
... More
Providing and fabricting structural steel work in rolled sections like joists, channels, angles, tees, excetra as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted / welded connections without connecting plates, braces, excetra and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For First Floor)
Item / Page No : 1 / 129
Specification No : Bd.C.2
Spec. Page No : 275
1.5
-
90382.75
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge
Item / Page No : 36 / 47
Specification No : MoRTH-801
Spec. Page No : ---
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
1
-
9284
... More
Supply, fixing and installation of four milimetre thick aluminium composite panel of approved colour for external cladding in combination of solid and metallic colours, including all necessary Framework, support and complete weather sealing as per architectural drawing. The aluminium composite panel should be made out of thermoplastic core of low-density polyethylene LDPE (100 percent virgin mix), sandwiched between two aluminium sheets of ALLOY GRADE- 5000 series, each not less than 0.50 milimetre thick, total thickness of aluminium composite panels not to be less than four milimetre, the exposed surface thereof shall have Stove lacquered finishing coat not less than (26 + - 2) micron (containing minimum 70 percent kynar 500 based PVDF) of colour and shade as per architectural design. The inside surface (facing the building exterior surface)shall have polyster based powder coating not less than 25 Micron with protective peel-off foil on the exterior face (peel off film will in no case leave any adhesive mark over the composite panel surface after it is peeled off). The supporting framework shall be made out of 50 milimetre X 25 milimetre X 3 milimetre thick aluminium section to be spaced horizontally and vertically for fixing of panel of size 900 milimetre X 1200 milimetre and fixed to the building structure as per design through 50 milimetre X 50 milimetre X 5 milimetre mild steel angle clamps prefixed to masonry or slab, columns with Hilti make anchor fastener screws. The fixing of panel to be done with the help of VHB tapes and screws and all the sealing of joints to be done with weather sealent Silicon as directed by Engineer-in-charge. (Prior permission of S.E. is necessary before inclusion of this item in estimate)
Item / Page No : 235 / 300
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
13.15
-
3302
... More
Providing and preparing kitchen otta up to 75 centimetre width, made up from 30 milimetre thick and 75 centimetre high vertical support for Kadappa at one metre center to center of 25 milimetre thick both side polished Kadappa middle shelf and bottom of 20 milimetre thick one side polished Kadappa with facia patti of 20 milimetre X 50 milimetre Kadappa including all material, labour, cutting, fixing with cement mortar and araldite, all material labour cutting fixing with cement mortar and araldite curing polished and cleaning excetra complete. (For Ground Floor)
Item / Page No : 38 / 159
Specification No : Bd.M.35C
Spec. Page No : 393
Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.
4.5
-
2758
... More
For First Floor
Item / Page No : 38 / 159
Specification No : As per Item No 99a
Spec. Page No : ---
Additional Specifications : As per Item No 99a
1.5
-
2785.6
... More
Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)
Item / Page No : 3 / 0
Additional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 146 Dated 04/06/2021 and Government of Maharashtra Public Works Department State Schedule of Rates 2021-22 General Note Number A(v), Page 5. 2. The amount of royalty charges will be paid only after submission of the receipt in original from Revenue authority for payment of royalty to Government, stating the name of work. 3. Above / below percentage quoted by the contractor will not be applicable for this item.
57.45
-
211.95
... More
Surcharge on Royalty charges at the rate of two percent of Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays this Surcharge amount to Revenue department and produces the required voucher.)
Item / Page No : 14 / 0
Additional Specifications : 1. Letter from the Chief Engineer, Public Works Region, Nagpur; bearing number Ka.Raste-6/Darsuchi/7618/2019 dated 11/09/2019 and Corrigendum number 1 attached to the letter. 2. The amount of surcharge on royalty charges will be paid only after submission of the receipt in original from Revenue authority for its payment to Government, stating the name of work. 3. Above / below percentage quoted by the contractor will not be applicable for this item.
57.45
-
4.23
... More
Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.
Item / Page No : 4 / 0
Additional Specifications : 1. The amount of the laboratory testing charges will be paid to the contractor after submission of the original receipt from the Office of the Vigilance and Quality Control with name of work mensioned on the original receipt within the stipulated period of work. 2. The frequency of tests will be as per the instructions of Vigilance and Quality Control, Pune; vide their letter No. Prasha/2647/ 2010 dated 30/10/2010. 3. No extra claim shall be entertained on account of additional tests required and material transportation charges for tests. 4. In addition to above, the conditions under clause 25 - Samples and Testing of Material, under 'Additional General Conditions and Specifications' of this tender document shall be applicable. 5. Above / below percentage quoted by the contractor will not be applicable for this item.
1
-
64670
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