Tender For 2_Construction Of Recharge Shaft(21), Pacca Check Dam(2), Whs(1) And Renovation Of Whs(1) Gp Umand, Chakuda, Karunkara, Karjali Pmksy 2.0 Project Chittorgarh Wdc-6 Block Kapasan District Chittorgarh, Kapasan-Rajasthan

TDR : 51322849

Tender Notice
BOQ

Expired

Kapasan , Rajasthan

Tender Brief : Tender For 2_Construction Of Recharge Shaft(21), Pacca Check Dam(2), Whs(1) And Renovation Of Whs(1) Gp Umand, Chakuda, Karunkara, Karjali Pmksy 2.0 Project Chittorgarh Wdc-6 Block Kapasan District Chittorgarh

Document Fees
₹ 1000 /-

EMD
₹ 153700.0 /-

Tender Value
₹ 76.85 Lakhs /-

Submission Date
01-10-2025

Competition Type
Indian

Bidding Type
Tender

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1	ACTIVITY-RECHARGE SHAFT (21)Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. (PHED BSR,Iteam No.2.4.2) Nominal bore 200 mm dia.
2	Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amendedup to date of following sizes (PHED BSR,Iteam No.2.11.2)200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
3	Labour charges for making slots on blank pipes made of ERW MS black pipe ISImarked of following sizes, the slotting should be as per IS:8110-1985.(PHED BSR,Iteam No2.12.3)200 mm dia nominal bore of 5.4mm thickness
4	Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.soft/Disintegrated rock.WRD BSRChap-V Part-A Item No. 1c4.20mtr x 4.20mtr x 1.65mtr
5	Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 20 mm.{BSR -2025 P.S.KAPASAN, Item No.170 (a)}2 No.x4.20 mtr x1.20mtr x 0.15 mtr2 No.x1.80 mtr x 1.20mtr x 0.15 mtr
6	Random rubble stone manonary in cement sand mortor (1:6) for foundation & Super Structure{BSR -2025 P.S. KAPASAN, Item No.166 (a)}2 No.x(4.20+3.30)/2 mtr x (1.20+0.75)/2 mtr x 2.90mtr2 No.x1.80mtr x (1.20+0.75)/2 mtr x 2.90 mtr(-)8 No.x22/7 mtr x 0.0762mtrx0.0762mtr x 0.75 mtr
7	Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick{BSR -2025 P.S. KAPASAN, Item No.76 (a)}4 No.x3.75 mtrx 1.3mtr4 No.x1.80mtrx 1.3 mtr(-)8 No.x22/7 mtr x 0.0762mtrx0.0762mtr x 0.75 mtr
8	Centering & Shuttering with plywood or steel sheets including strutting, propping , bracing both ways and removal of form work for foundation in basements rafts, footings, strap beams, bases of columns , etc. upto plinth level. ( PS BSR2025 Itam No. 93a)1.8mtr x 1.80mtr4 No.x3.30 mtrx 0.15mtr
9	Reinforced Cement Concrete work in beams, Suspended floors, Girders having slopes up to 150 ,Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain window sills, Staircases and Spiral Staircases up to floor three level includind curing, compaction, Finishing with rendering in cement sand mortar 1:3(1 Cement : 3 Coarse Sand) and making good and joints excluding the cost of centering, Shuttering and reinforcement:( PS BSR2025 Itam No. 13b)With 1:1.5:3 (1 cement : 1.5 : coarse sand : 3 graded stone aggregate 20mm nominal size) 3.30mtr x 3.30mtr x 0.15 mtr
10	Providing & fabricating steel reinforcement for R.C.C. work including cutting , bending, placing in position and binding complete including cost of binding wire in foundations, Raft footing step Beams base of columns etc. all complete up o floor three level.( PS BSR2025 Itam No. 61) 10x12 mm 1.634cumx75kg/cum
11	Supply & lying of Concrete.( PS BSR2025Supply Rate)90-45 मिमी. हाथ से टूटी पत्थर की रोड़ी(वॉइड्स काटें 1/11)1.80mtrx1.80mtrx0.50mtr
12	Supply & lying of Concrete.( PS BSR2025Supply Rate)पत्थर की 20mm ग्रिट(क्रेशर से टूटी हुई)1.80mtrx1.80mtrx0.50mtr
13	Supply & lying of Concrete.( PS BSR2025Supply Rate)पत्थर की 12/10/6mm ग्रिट(क्रेशर से टूटी हुई)1.80mtrx1.80mtrx0.50mtr
14	Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade : ( PS BSR2025Itam No. 82a)
15	Acceseries (Nipple,Bend,Mainhole cover,tube well cover,Pipe 6 Inch…etc)
16	Board /PATTIKA
17	ACTIVITY-PAKKA CHECKDEM (2 WORK)जे.सी.बी. मशीन/ट्रेक्टर मय स्क्रेपर द्वारा मिटटी खुदाई कार्य, खोदी हुई मिटटी के डगलों को तोडने (Breaking of clods), घास एवं कंकर, पत्‍थर को अलग करना (Sorting of grass & pebbles) एवं बण्‍ड (Bund) का सेक्‍शन (काट क्षेत्रफल में)/प्रोफाइल संधारित करना मय चढाना एवं उतारना प्रारंभिक लीड 250 मी. एवं लिफ्ट 3 मी. तक। Draft based on chapter 5th of irrigation page number 32 to 34 (दिनाँक 01/02/2017 से मान्य) ईकाई 1 घन मी.e\"khujh dk;Z l[r feVVh esas ¼vkbZVe la[;k 196 c½
18	lhesaV dadjhV 1 lhesaV 4 ctjh rFkk 8 fxVVh iRFkj dh 40 eheh ukHkh; eki uhoa es Mkyuk] dqVuk RkFkk rjkbZ vkfn lfgrA ¼vkbZVe la[;k 170 v½
19	,fudV gsrq iRFkj dh fpukbZ lhesasV] ctjh 1 % 6 elkysa es अधिरचना चिनाईAes ¼vkbZVe la[;k 166 v½
20	lhesaV dadzhV 1 lhesaV 2 ctjh rFkk 4iRFkj fxVVh 12 mm vuqikr es Mkyuk] dqVuk] rjkbZ djuk ¼vkbZVe la[;k 16 ½
21	lhesaV iykLVj fnokj ij 1%4 vuqikr es lhesaV ctjh feykdj tksMksa dks dqjsnus rFkk 14 fnu rd fu;fer rjkbZZ lfgr 25 eheh eksVkbZ ¼vkbZVe la[;k 76 v½
22	[kqnh gqbZ feV~Vh dks uhoa es rFkk dqlhZ es 50 ehVj nqjh rd Mkyuk rFkk lery djuk] ikuh Mkyuk rFkk nqjeqV ls dqVuk ¼vkbZVe la[;k 5 ½
23	Board
24	ACTIVITY-WHS and WHS renovation (2 WORK)tsaxy dh lQkbZ ]lk/kkj.k ouLifr rFkk >kfM+;ksa dks dkVus lfgrABSRitem No. 191
25	Mkxcsfyax djuk2-5 lseh- 5 lseh xgjkbZ rd As per BSRitem No. 6 a
26	जे.सी.बी. मशीन/ट्रेक्टर मय स्क्रेपर द्वारा मिटटी खुदाई कार्य, खोदी हुई मिटटी के डगलों को तोडने (Breaking of clods), घास एवं कंकर, पत्‍थर को अलग करना (Sorting of grass & pebbles) एवं बण्‍ड (Bund) का सेक्‍शन (काट क्षेत्रफल में)/प्रोफाइल संधारित करना मय चढाना एवं उतारना प्रारंभिक लीड 250 मी. एवं लिफ्ट 3 मी. तक। Draft based on chapter 5th of irrigation page number 32 to 34 (दिनाँक 01/02/2017 से मान्य) ईकाई 1 घन मी. मशीनरी कार्य सख्‍त मिट्टी (in Hard Soil) BSRitemno. 196 (b)
27	सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा6 गिट्टी पत्‍थर की 20 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित एनीकट के लिए। 1:4:8 वाईब्रटर व मिक्‍सर का उपयोग नही करने पर 3 प्रतिशत की कटोती की जावेगी। BSRitemno.170 a
28	एनीकट हेतु पत्‍थर की चिनाई सीमेंट-बजरी मसाले में। uho ]vf/klajpuk esa1 : 6 में BSRitemno.166 a
29	एनीकट हेतु पत्‍थर की चिनाई सीमेंट-बजरी मसाले में। uho ]vf/klajpuk esa1 : 6 में BSRitemno.166 a
30	सीमेन्‍ट प्‍लस्‍टर दीवार पर 1:4 अनुपात में सीमेन्‍ट - बजरी मिलाकर जोडों को कुरेदने तथा 14 दिन तक नियमित तराई सहित 25 मि.मी. मोटाई (केवल जलरोधी संरचनाओ के उपयोग हेतु) BSRitemno.76a
31	सीमेंट कंक्रीट 1 सीमेंट : 2 बजरी : 4 पत्‍थर एग्रीगेट अनुपात में 12 मिमी नामीय माप की एग्रीगेट के साथ डालना,कूटना तथा तराई आदि सहित । BSRitemno.16
32	खुदी हुई मिट्टी/रेत को नीव में तथा कुर्सी में 50 मीटर तक दूरी (Lead) में डालना तथा समतल करना , पानी डालना तथा दूरमुट से कुटना। BSRitemno.5
33	जे.सी.बी. मशीन/ट्रेक्टर मय स्क्रेपर द्वारा मिटटी खुदाई कार्य, खोदी हुई मिटटी के डगलों को तोडने (Breaking of clods), घास एवं कंकर, पत्‍थर को अलग करना (Sorting of grass & pebbles) एवं बण्‍ड (Bund) का सेक्‍शन (काट क्षेत्रफल में)/प्रोफाइल संधारित करना मय चढाना एवं उतारना प्रारंभिक लीड 250 मी. एवं लिफ्ट 3 मी. तक। Draft based on chapter 5th of irrigation page number 32 to 34 (दिनाँक 01/02/2017 से मान्य) ईकाई 1 घन मी. मशीनरी कार्य सख्‍त मिट्टी (in Hard Soil) BSRitemno. 196 (b)
34	Compation of Earth or highly weathered strata by Manually plain roller (density 90% of Proctor)WRD BSRChapter Vth 2023 item no.(18A)
35	Watering of Earth inculding cost of Carriage of Water When Source of Water is Beyond1 Km. but extra per km. BSRChapter Vth 2023 item no.(28 A)
36	BOARD

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Tender For 2_Construction Of Recharge Shaft(21), Pacca Check Dam(2), Whs(1) And Renovation Of Whs(1) Gp Umand, Chakuda, Karunkara, Karjali Pmksy 2.0 Project Chittorgarh Wdc-6 Block Kapasan District Chittorgarh, Kapasan-Rajasthan

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Sl. No.	Item Description
1	ACTIVITY-RECHARGE SHAFT (21)Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. (PHED BSR,Iteam No.2.4.2) Nominal bore 200 mm dia.
2	Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amendedup to date of following sizes (PHED BSR,Iteam No.2.11.2)200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
3	Labour charges for making slots on blank pipes made of ERW MS black pipe ISImarked of following sizes, the slotting should be as per IS:8110-1985.(PHED BSR,Iteam No2.12.3)200 mm dia nominal bore of 5.4mm thickness
4	Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.soft/Disintegrated rock.WRD BSRChap-V Part-A Item No. 1c4.20mtr x 4.20mtr x 1.65mtr
5	Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 20 mm.{BSR -2025 P.S.KAPASAN, Item No.170 (a)}2 No.x4.20 mtr x1.20mtr x 0.15 mtr2 No.x1.80 mtr x 1.20mtr x 0.15 mtr
6	Random rubble stone manonary in cement sand mortor (1:6) for foundation & Super Structure{BSR -2025 P.S. KAPASAN, Item No.166 (a)}2 No.x(4.20+3.30)/2 mtr x (1.20+0.75)/2 mtr x 2.90mtr2 No.x1.80mtr x (1.20+0.75)/2 mtr x 2.90 mtr(-)8 No.x22/7 mtr x 0.0762mtrx0.0762mtr x 0.75 mtr
7	Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick{BSR -2025 P.S. KAPASAN, Item No.76 (a)}4 No.x3.75 mtrx 1.3mtr4 No.x1.80mtrx 1.3 mtr(-)8 No.x22/7 mtr x 0.0762mtrx0.0762mtr x 0.75 mtr
8	Centering & Shuttering with plywood or steel sheets including strutting, propping , bracing both ways and removal of form work for foundation in basements rafts, footings, strap beams, bases of columns , etc. upto plinth level. ( PS BSR2025 Itam No. 93a)1.8mtr x 1.80mtr4 No.x3.30 mtrx 0.15mtr
9	Reinforced Cement Concrete work in beams, Suspended floors, Girders having slopes up to 150 ,Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain window sills, Staircases and Spiral Staircases up to floor three level includind curing, compaction, Finishing with rendering in cement sand mortar 1:3(1 Cement : 3 Coarse Sand) and making good and joints excluding the cost of centering, Shuttering and reinforcement:( PS BSR2025 Itam No. 13b)With 1:1.5:3 (1 cement : 1.5 : coarse sand : 3 graded stone aggregate 20mm nominal size) 3.30mtr x 3.30mtr x 0.15 mtr
10	Providing & fabricating steel reinforcement for R.C.C. work including cutting , bending, placing in position and binding complete including cost of binding wire in foundations, Raft footing step Beams base of columns etc. all complete up o floor three level.( PS BSR2025 Itam No. 61) 10x12 mm 1.634cumx75kg/cum
11	Supply & lying of Concrete.( PS BSR2025Supply Rate)90-45 मिमी. हाथ से टूटी पत्थर की रोड़ी(वॉइड्स काटें 1/11)1.80mtrx1.80mtrx0.50mtr
12	Supply & lying of Concrete.( PS BSR2025Supply Rate)पत्थर की 20mm ग्रिट(क्रेशर से टूटी हुई)1.80mtrx1.80mtrx0.50mtr
13	Supply & lying of Concrete.( PS BSR2025Supply Rate)पत्थर की 12/10/6mm ग्रिट(क्रेशर से टूटी हुई)1.80mtrx1.80mtrx0.50mtr
14	Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade : ( PS BSR2025Itam No. 82a)
15	Acceseries (Nipple,Bend,Mainhole cover,tube well cover,Pipe 6 Inch…etc)
16	Board /PATTIKA
17	ACTIVITY-PAKKA CHECKDEM (2 WORK)जे.सी.बी. मशीन/ट्रेक्टर मय स्क्रेपर द्वारा मिटटी खुदाई कार्य, खोदी हुई मिटटी के डगलों को तोडने (Breaking of clods), घास एवं कंकर, पत्‍थर को अलग करना (Sorting of grass & pebbles) एवं बण्‍ड (Bund) का सेक्‍शन (काट क्षेत्रफल में)/प्रोफाइल संधारित करना मय चढाना एवं उतारना प्रारंभिक लीड 250 मी. एवं लिफ्ट 3 मी. तक। Draft based on chapter 5th of irrigation page number 32 to 34 (दिनाँक 01/02/2017 से मान्य) ईकाई 1 घन मी.e\"khujh dk;Z l[r feVVh esas ¼vkbZVe la[;k 196 c½
18	lhesaV dadjhV 1 lhesaV 4 ctjh rFkk 8 fxVVh iRFkj dh 40 eheh ukHkh; eki uhoa es Mkyuk] dqVuk RkFkk rjkbZ vkfn lfgrA ¼vkbZVe la[;k 170 v½
19	,fudV gsrq iRFkj dh fpukbZ lhesasV] ctjh 1 % 6 elkysa es अधिरचना चिनाईAes ¼vkbZVe la[;k 166 v½
20	lhesaV dadzhV 1 lhesaV 2 ctjh rFkk 4iRFkj fxVVh 12 mm vuqikr es Mkyuk] dqVuk] rjkbZ djuk ¼vkbZVe la[;k 16 ½
21	lhesaV iykLVj fnokj ij 1%4 vuqikr es lhesaV ctjh feykdj tksMksa dks dqjsnus rFkk 14 fnu rd fu;fer rjkbZZ lfgr 25 eheh eksVkbZ ¼vkbZVe la[;k 76 v½
22	[kqnh gqbZ feV~Vh dks uhoa es rFkk dqlhZ es 50 ehVj nqjh rd Mkyuk rFkk lery djuk] ikuh Mkyuk rFkk nqjeqV ls dqVuk ¼vkbZVe la[;k 5 ½
23	Board
24	ACTIVITY-WHS and WHS renovation (2 WORK)tsaxy dh lQkbZ ]lk/kkj.k ouLifr rFkk >kfM+;ksa dks dkVus lfgrABSRitem No. 191
25	Mkxcsfyax djuk2-5 lseh- 5 lseh xgjkbZ rd As per BSRitem No. 6 a
26	जे.सी.बी. मशीन/ट्रेक्टर मय स्क्रेपर द्वारा मिटटी खुदाई कार्य, खोदी हुई मिटटी के डगलों को तोडने (Breaking of clods), घास एवं कंकर, पत्‍थर को अलग करना (Sorting of grass & pebbles) एवं बण्‍ड (Bund) का सेक्‍शन (काट क्षेत्रफल में)/प्रोफाइल संधारित करना मय चढाना एवं उतारना प्रारंभिक लीड 250 मी. एवं लिफ्ट 3 मी. तक। Draft based on chapter 5th of irrigation page number 32 to 34 (दिनाँक 01/02/2017 से मान्य) ईकाई 1 घन मी. मशीनरी कार्य सख्‍त मिट्टी (in Hard Soil) BSRitemno. 196 (b)
27	सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा6 गिट्टी पत्‍थर की 20 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित एनीकट के लिए। 1:4:8 वाईब्रटर व मिक्‍सर का उपयोग नही करने पर 3 प्रतिशत की कटोती की जावेगी। BSRitemno.170 a
28	एनीकट हेतु पत्‍थर की चिनाई सीमेंट-बजरी मसाले में। uho ]vf/klajpuk esa1 : 6 में BSRitemno.166 a
29	एनीकट हेतु पत्‍थर की चिनाई सीमेंट-बजरी मसाले में। uho ]vf/klajpuk esa1 : 6 में BSRitemno.166 a
30	सीमेन्‍ट प्‍लस्‍टर दीवार पर 1:4 अनुपात में सीमेन्‍ट - बजरी मिलाकर जोडों को कुरेदने तथा 14 दिन तक नियमित तराई सहित 25 मि.मी. मोटाई (केवल जलरोधी संरचनाओ के उपयोग हेतु) BSRitemno.76a
31	सीमेंट कंक्रीट 1 सीमेंट : 2 बजरी : 4 पत्‍थर एग्रीगेट अनुपात में 12 मिमी नामीय माप की एग्रीगेट के साथ डालना,कूटना तथा तराई आदि सहित । BSRitemno.16
32	खुदी हुई मिट्टी/रेत को नीव में तथा कुर्सी में 50 मीटर तक दूरी (Lead) में डालना तथा समतल करना , पानी डालना तथा दूरमुट से कुटना। BSRitemno.5
33	जे.सी.बी. मशीन/ट्रेक्टर मय स्क्रेपर द्वारा मिटटी खुदाई कार्य, खोदी हुई मिटटी के डगलों को तोडने (Breaking of clods), घास एवं कंकर, पत्‍थर को अलग करना (Sorting of grass & pebbles) एवं बण्‍ड (Bund) का सेक्‍शन (काट क्षेत्रफल में)/प्रोफाइल संधारित करना मय चढाना एवं उतारना प्रारंभिक लीड 250 मी. एवं लिफ्ट 3 मी. तक। Draft based on chapter 5th of irrigation page number 32 to 34 (दिनाँक 01/02/2017 से मान्य) ईकाई 1 घन मी. मशीनरी कार्य सख्‍त मिट्टी (in Hard Soil) BSRitemno. 196 (b)
34	Compation of Earth or highly weathered strata by Manually plain roller (density 90% of Proctor)WRD BSRChapter Vth 2023 item no.(18A)
35	Watering of Earth inculding cost of Carriage of Water When Source of Water is Beyond1 Km. but extra per km. BSRChapter Vth 2023 item no.(28 A)
36	BOARD

Tender For 2_Construction Of Recharge Shaft(21), Pacca Check Dam(2), Whs(1) And Renovation Of Whs(1) Gp Umand, Chakuda, Karunkara, Karjali Pmksy 2.0 Project Chittorgarh Wdc-6 Block Kapasan District Chittorgarh, Kapasan-Rajasthan

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